07/1992 - Op Works - Landscaping, carparking, access forntage works, stormwater & erosion & sediment control [As Published] · 142007.1992

 

 

 

 

 

 

Lots 9 & 10 on SP1/98/79

  

DRAWINGS
1743 — GENERAL NOTES & LEGEND

LOTS 9 & 10 GRANT STREET 1743-0-1  — STORMWATER OPERATIONAL WORKS
NOOSA HEADS

FOR
i :
MATTEW & JOANNE EXLEY Fo on eer genome

1
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
GENERAL NOTES 4. To clean devices including first flush storage tank
Water Supply and Sanitary Drainage has been designed and shall be constructed in - ifi i
accordance with the Q’ld Standard Sewerage Law, Q'ld Standard Water Supply Law, . as to manufactures specification . .
the National Plumbing and Drainage Code AS 3500., all relevant Australian Standords, ~—minimum quarterly, but monthly in rainy season
ond the requirements of the Local Authority. . . | . PROPOSED ~—after each major rainfall event
hese Drawings are diagrammatic only and shall be read in conjunction with ali relevant . oe
Architectural and other consultants drawings and specifications and other written DEVELOPM ENT 5. To inspect and clean tanks minimum once yearly
instructions that may be issued during the course of the contract. j ‘ . |
Any discrepancies shall be referred to the supervising officer for decision before 6. To install and maintain pump and fixtures for te .
reuse/watering/irrigation as to manufactures specification

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.
Tne 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 shail be 100 dia. PVC DWV, min grade 1:60 U.N.O.

Suspended Pipework shall be PVC class DWV.

Trade woste pipework to grease trap suspended shall be "Coesprene” or nity Ct
HDPE. Underground shall be vitreous clay or HDPE. Sere
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 shali be 100 dia PVC class SW min grade 1:100 U.N.O.
Downpipes shail 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 shail be copper tube type B. UNO. Water supply pipework shall be ZO dia
U.N.O. Except one fitting only may be 15 dia. max. length 3000 mm.

Hot water pipework shall jagged.

Hot water recirculating lines to be insulated with 20mm “Armafiex” or similar.
Provide tempering voives on hot woter 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 troffic 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 creas to be as for paved areas with brass edging.

Concrete infill covers to be stomped “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 bor.

Floor waste grates to be chrome plated brass

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
  
  
  
  
 
      

 

 

 
 

     
  

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
      
 

 

 

 

 

first flush device, or
in garden 1m away

LEGEND
NP Non potable water o Diameter
Ww Existing water 6.0.8. Cleanout to surface - Description
s Existing sewer CJ Capped junction
Sw. Existing storm water cv Conrol vaive
——HD-———__ Existing house drain cs Cleaners sink I
———_ Sanitary Drainage ow Cold Water i '
eee eee Vent Pipe DAP Duct access panel | |
— Cold Water DCV Double check valve | 1
eee _- Een Eccentric Enlarger |
Hot water . Eley Dge Evevated Drainage !
——— — Storm Water Drainage Enl Enlarger r Shr | 1
weoceeeeeee Fire FC Faise ceiling . i |
agi Agi Drain FH Fire Hydrant | Roof water | :
cu Fire hose reel | ‘ : {
; L inished floor fevel i . a ; $
@}—— ° Cold Water Riser . : L -— -- Dishwasher Rainhead with leaf!
FU Fixture units — -- -
Down Pipe GIT Grease Interceptor trap t ] P 7 (=! Screen and mosgulte |
o Stack GP Gulty pit ' ' ’ ' 1 ?
® oc CMH Gully Man Hole | | | | | 1 Sk | i |
(P) ° Vent Pipe gv Gate valve ‘ : ' | ' | L | For Building Approval
6 HW Het water ‘ ' 1 i ‘or Building Approval
Group vent HCB House connection branch i oe ee a | ‘ [ oe ym | i
Educt vent HD House drain L J | | | -
Induct vert EH ve er Perth a ja-—-—-—l-.—-—-—-—-—-- oppo | 3
Hot water riser IL inwort Leve! t | 4 _| Note: ' first! flush device 1 As Constructed
BS 0 Fire Dropper io Inspection opening | ‘ { I 7 oo 7 Provide mosquito sate . i |
. ios Inspection Opening to Surface t ' i overflow and inflow screening ‘ | !
Fire Riser i | |
° K&C Kerb & Channel |! ! | { | |
(8°) o ‘ MH Manhole woe
0 Non potable riser ’ ae | visual water '
Be Nor plurn valve | | I | 7 Ya - Overflow | level, site tube |
~~ "7 water meter PLY Pressure limiting valve 1 L_ ’ Solenoid siphon [I | optional j 1
—- OUVCsCVaWe PO Planter outlet | j gwitchover | -__ LO | | Driveway
RPB Real Property Boundary ' 1 . —-~ sit i ‘
—# hc Hose Cock RPD Real Property description _ | [ | tL ” | | floating ball { Landscape . ;
—<— een Eccentric enlarger RAD Reduce Pressure Zone device [re z Sow leok } valve New impervious contact: Reinhold Koenning MicAust RPEQ No 7023
i
—--Ce-— en Enlarger RWH Rain water head L we | to be determined j | ' Buddine Qld 4575
ey ORG Overflow Relief Gul P Sanitary Drainage Tempering valve aD | Harvesting ' | CATCHMENT AREAS email: [email protected] PH: 5444 8645
verilow Relet Cully max 50°C | zone | ' www.conhyd.com FX: 5444 8224
s Square ' | | (TOTAL OF BOTH -
(we Water ok Safe Tray ne NP NP 7M a nev! cv j ! PROPERTIES
Closet SWD Storm water drain mark "NON POTABLE ; | | MATTEW & JOANNE EXLEY
. t/td Trapped Tundish ‘ !
ERs] sk Sink 1G Test gate | t
td Tundish Zz NP F 1 i ARCHITECT ;
uT Laundry tub ret Trench grate transverse bar | ‘ SOUTHERN CROSS
. Tol Trench grate longitudina! bar Pump 1 | D g A
wm Washing TMV. Thermostatic mixing valve Sludge vaive ‘ Ws A
Moen Wy; cempering vaive optional 4 Note: PROPOSED RESIDENTIAL
toor Wast u ndergroun : sags :
Fwc Giopr Waste wo Under slob irrigation 3 HC | All kitchen, laundry & bathroom fittings and toilets LOTS 9 & 10 GRANT STREET
Bn Bosin wo, Unless noted otherwise ‘ to comply with the AAA Water Conservation Rating NOOSA HEADS
“L_t Le Mex 500kPo preleure! i System as defined by AS/NZS6400. DRAWING TITLE:
ix ei . .
mn Bese bx] Shr Shower Stormwater limiting vaive evithin | Provide flow restrictor valves where necessary
FHR Fire Hose R. allie path box ‘ to taps and shower roses. The flow shall not
Hi 7 i . .
ire Hose Keel C) HWS Hot water system | exceed a maximum of 9L/min GENERAL NOTES &
cs Cleaners Sk | | LEGEND
stormwater Capilary bleed tubing |
system discharge point from ! '
'
I

STORMWATER HARVESTING STRATEGY

 

[Design| RK [Checked] [Date |17-5—07__| Dwo. No.
RPB Towns SCALE ; 1:100 ON A ULN.O. | 1 oF 2 | 1743

main
Lots 9 & 10 on SP179879