07/1294 - Approved Plans [As Published] · 142007.1294

 

 

        

 

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HYDRAULIC

 

PROPOSED REDEVELOPMENT
33 HASTINGS ST
NOOSA

MR. & MRS SELKIRK

 

PVC DWV. min grade 1:60

 

90) shall be “Gatic Wo:

onal nya)
femiagged oF ot
nder concrete slab may be polypipe cioas PN20

hose cocks

Inspection Opening to Surtace
hannel

Non potable riner

‘ water meter 2B

PL
“— Vv VoWve 20
—@ he Hose Cock RPB

Eccentric eniarger

jater supply

a eee @) HWS Hot water system
5 Claanars Sk

 
 

Proposed Site

 

LOCALITY PLAN

Roof water

Dishwasher

 

 

first flush device

visual»:
level
optional

 

 

 
 

 

 

 

 

           

floating ball
j— valve

 

Siow leak

to be determined| ee

>6rc
He
zone
Tempering valve
mex 50

mark “NON POTABLE’ nev; OV

 

Siudge vaive
optional =} - —-4
|

|
Mox S00kPa pressure
imiting valve within
path box

Irrigation

| 2
uae al : |
yi

 

Stormwater
pit

 

 

stormwater
system

 

in garden tm away

STORMWATER HARVESTING STRATEGY oo Lei

 

 

 

 

 

 

on

. To keep and maintain a log of cleaning
. To clean devices including first flush storage tank

-as to manufactures specification contact: Reinhold Koenning mitaust RPEQ No 7023
—minimum quarterly, but monthly in rainy season Rd gravaLD aars
—after each major rainfall event email: [email protected] PH: 5444 8645
. To inspect and clean tanks minimum once yearly = srarw.conhyd.com FR: 5444 8224 |
. To install and maintain pump and fixtures for CuENT
reuse/watering/irrigation as to manufactures specification MR. & MRS SELKIRK
| “ARCHITECT
FOSTER DESIGN

Note: Provect: PROPOSED REDEVELOPMENT

All kitchen, laundry & bathroom fittings and toilets 33 HASTINGS ST

to comply with the AAA Water Conservation Rating NOOSA

System as defined by AS/NZS6400 DRAWING TITLE: ]

Lots O=7 en BUP2Z665

1727-0=" — GENERAL NOTES & LEGEND

1727-0-—2 — COUNCIL STORMWATER OPERATIONAL WORKS
1727-90-53 — STORMWATER DRAINAGE OPERATIONAL WORKS
1727-0-4 — SEDIMENT & EROSION CONTROL PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rem Saar Dae]
+ = 7 + 4

Site 674m t+ = ——|

‘Roof —~—~—sSCS Om?” —

Driveway 60m? {

Landscape 304m? T

New impervious 370m? —

CATCHMENT AREAS

 

 

For Tender - {
For Construction

[A Constructed

 

Construction Hydraulic |
Building Service Engineers

To be responsibility of Management/Body Corporate
To list all in flow ng devices like leaf eaters
at DP's and other 3

 
   

Provide flow restrictor valves where necessary
to taps and shower roses. The flow shall not

exceed a maxim of 9L/min
See ximum of 9L/ GENERAL NOTES &

LEGEND

Deo No.
1703-0-1

| Desion] RK [onectes]

[pave [29-5-07
tLetils

   

seuc: 1:100 OW AL UNO,

 

 

RPD:— Lots 0-7 on BUP2665