Approved Plans MCU11/0168 & OPW11/257

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       11/0257   27 Sep 2011


[OCR of page images]
 

 

GENERAL NOTES

 

 

 

 

 

Water Supply and Sanitary Drainage hos been designed and shall be constructed in
accordance with the Q'ld Standard Sewerage Law, Q'ld Standard Water Supply Law,
the National Plumbing and Drainage Code AS 3500., oll relevant Australian Standards,

and the requirements of the Lecal Authority.

These Drawings are diagrammatic only and shall be reod in conjunction with all relevant
Architectural and other consultants drawings and specificotions 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 retevant Authority, or other trades as applicable.

 

 

 

 

 

 

 

 

 

 

 

Fire stop collars to be used on oll plastic pipework penetrating fire resistont

construction.

SANITARY DRAINAGE

Underground pipework shall be 100 dic. PVC DWV, min grade 1:60 U.N.O.

Suspended Pipework shall be PVC closs DWV.

Trade waste pipework to grease trap suspended shalt be "Coesprene” or

HDPE. Underground shat! be vitreous clay or HOPE.

Trade woste pipework to oil separator shall be HDPE, or Vitreous clay with

“Nitrite” rubber rings.

 

CLeanouts or inspection openings brought to surface in paved or concrete

areos, or within buildings te have brass caps.

STORMWATER DRAINAGE

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

Downpipes shall be 1G0 Dia PVC cless SW.

Rainwater outlets (RWO) and planter outlets (PO) shall be “Gatic Wade” or simitar,

with membrane clamp where required.

WATER SUPPLY

Pipework shall be according to AS4020 for example ABS (acrylanitrite

stytrene), PP (Poly propylene) or PE (Polyethylene) UNO.
Water supply pipework shall be 20 dia UNO.

Exception: one fitting only. may be 15 dia. max. length 3060 mm.

Hat water pipework shall tagged.

Hot water recirculating lines to be insuloted with 20mm “Armafiex’ or similar.
Provide tempering valves on hot water to personal hygiene fixtures.
Underground copper pipework shail 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 ore installed within tenancies, provide remote readout
adjacent to Electrical meters, or in a position os indicated by the Architect.

BACKFLOW PREVENTION

Provide hose connection vacuum breakers to all hose cacks

Provide RPZO to any irrigation connections.

 

 

2508-1 COVER SHEET

2508-2 LEGEND & SITE PLAN

2508-3 DRAINAGE LAYOUT

2508-4 DETAILS

2508-5 CALCULATIONS
Note:
Do not scale from these drawings.
Do not rely on these drawings for
alignment and levels of all existing
infrastructure.
It is the obligation of the contractor
and/or plumbing contractor to survey
all existing services prior to
construction

OCEAN

 

 

 

SITE_LOCATION
SCALE: NIS

OPW

 

SUNSHINE COAST REGIONAL COUNC

APPROVED

11/0257

27 Sep 20

 

 

Construction
Hydraulic 3

contact: Reinhold Koenning MlcAust RPEQ No 7023
PO Box 181 AHSCA

Maffat Beach, Qld, 4551
. PH: 5491 4333 FX: 5491 4233
ARCHITECT :
FOSTER DESIGNS
DRAWING TITLE:

COVER SHEET

   

PROJECT:

TAPLEY RESIDENCE
LOT 34
MARCUS DUNES ESTATE

CLIENT:
TAPLEY .

Design] 2% oramn | RFI.

Dete 25-08-11 | Dwg. No.
1of 5 | 2508-1

 

scae : NTS ‘ON AS UNO.

_ A RESPONSE TO RF
__issue __

 

RPD:— LOT 34 SP 111721

Yama:

 

 

__Deseription !

 

 

  

 

For Development Approval X
For Building Approval

For Tender |
For Construction
_JAds Constructed