07/1993 - Op Works - landscaping, carparking, access, frontage works, stormwater, erosion & sediment control [As Published] · 142007.1993

Rev

HYVDRAULIGES

HA

 

LOTS 9 & 10 GRANT STREET

NOOSA HEADS

FOR

MATTEW & JOANNE EXLEY

GENERAL NOTES

Water Supply and Sanitary Drainage has been designed and shall be constructed in
accordance with the Q'ld Standard Sewerage tow, Q'ld Standard Water Supply Law,
the Nationa! 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 sholl 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 shal! be PVC class Dw.

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

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

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

STORMWATER DRAINAGE

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

Rainwater outlets (RWO) ond 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. mox. length 3000 mm.

Hot water pipework shall lagged.

Hot water recirculoting lines to be insulated with 20mm "Armafiex” 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 infil! 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

Non potable water 4 Diameter
Existing water C.0.8, Cleanout to surface
Existing sewer CJ Capped junction
Existing storm water cv Conrol valve
Existing house drain cs Cleaners sink
Sanitary Drainage cw Cold Water
Vent Pipe DAP Duct access panel
Cold Water bev Double check valve

Een Eccentric Enlarger
Hot water . Elev Dge Evevated Drainage
Storm Water Drainage Enl Enlarger
Fire FC False ceiling
Agi Drain FH Fire Hydrant

FHR Fire hose reel

. FFL Finished floor jevel

Cold Woter Riser FU Fixture units

a]

Down Pipe GIT Grease Interceptor trap

@y=— 9 Stack GP Gully pit
. GMH Gully Man Hole
Ce) o Vent Pipe gv Gate valve
o HW Hot water
Group vent HCB House connection branch
) © Educt vent HD House drain
®) ° HL High Sevel
@ Induct vent Ic Inspection Chamber
Ox") ° Hot water riser IL Invert Level
Fire Dropper io inspection opening
. . jos Inspection Opening to Surface
0 Fire Riser K&C Kerb & Channel
8} 6 * MH Monhole
8°) Non potable riser NRV Non return valve
_. — t t PB Path box
Wi) water meter PLY Pressure limiting valve
PO Planter outlet

v Valve RPB Reai Property Boundary

 

a
— he Hose Cock REDD Real Property description
. educe Pressure Zone device
ee een Eccentric enlarger RWO Rain water outlet
--—<ch-= en Enlarger RWH Rain water head
sD Sanitary Drainage
@) ORG Overflow Relief Gully SL Surface Level
34 Squore
lo wo Water s/t Safe Tray
Closet swd Storm water drain
. t/td Trapped Tundish
sk Sink TG Test gate
td Tundish
iT Laundry tub Tah Trench grate transverse bar
. TG Trench grate longitudinal bar
wm Washing TMV, Thermostatic mixing vaive
Machine Vv Tempering valve
EWG Floor Waste u/g Underground
gully u/s Under’ slab
. U.n.o. Unless noted otherwise
Bn Basin WS Water supply

Bath
Shr Shower

FHR Fire Hose Reel C)

cs Cleaners Sk

HWS Hot water system

Bulje> of

 

 

PROPOSED

DEVELOPMENT

enity Ct

 

-

eT

L..

 

Ternpering valve
max 50°C
NP

 

 

NP eee NP
mark “NON POTABLE’

Irrigation

 

Note:

NP npl

z
o

tps. |

 

STORMWATER HARVESTING STRATEGY

 

    
 

Attungg Hts

Angier St

Viewland Br

Dishwasher

Provide mosquito safe
overflow and infiow screening

Slow leak

Pump

HC

 

stormwater
system

 

to be determined

 
 

zone

 

Stormwater
pit

Harvesting

Roof water

  
 
  
  
     
  

Sludge valve
optional

limiting volve within
path box

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

Rainhead with leaf!

screen and mosquito

screen if applicable
|

floating ball
valve

 

Mox SO0OkPa pressure!

 

RPB Towns

 

Lots 9 & 10 on SP1/79879

DRAWINGS

1743
1743-0-1

 

— GENERAL NOTES & LEGEND
— STORMWATER OPERATIONAL WORKS

Pollution Control Management Plan (PCMP):

1. To be responsibility of Management

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

3. To keep and maintain a log of cleaning

4. 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

ao

 

 

Description

Hl

 

 

 

 

 

 

 

 

Issue Notes Date
For Development Approval

For Construction
s Constructed

 

 

  

 

     
 
 

  
 

 
  

TO85r#

CATCHMENT AREAS

(TOTAL OF BOTH
PROPERTIES)

Construction Hydraulic

    
      
      
       

 
   

contact: Reinhold Koenning MicAust RPEQ No 7023
PO Box 1176
Buddina QLD 4575
email: [email protected]

www.conh

   

PH: 5444 8645
FX: 5444 8224

   

MATTEW & JOANNE EXLEY

  

 

ARCHITECT“ OUTHERN CROSS
D N & DKA N

PROPOSED RESIDENTIAL
LOTS 9 & 10 GRANT STREET

NOOSA HEADS
DRAWING TITLE:

   

Note: PROJECT:

All kitchen, laundry & bathroom fittings and toilets
to comply with the AAA Water Conservation Rating
System as defined by AS/NZS6400.

Provide flow restrictor valves where necessary

to taps and shower roses. The flow shall not
exceed a maximum of 9L/min

 

GENERAL NOTES &
LEGEND

Sel ear e |
: iF
1743 )

RPD:— Lots 9 & 10 on SP179879