Change to Exisiting Approval OPW11/0257.01 · MCU11/0168

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                                                                                                                                                             DRAWING                   SCHEDULE
                                                                                                                                                    2508-1          COVER SHEET
         GENERAL NOTES
         Water Supply and Sanitary Drainage has been designed and shall be constructed in                                                           2508-2          LEGEND & SITE PLAN
         accordance with the O’ld Standard           Sewerage Law, O’ld     Standard Water Supply Law,
         the National       Plumbin", and   Drainage   Code       3500., all relevant Australian Standards,                                         2508-3          DRAINAGE LAYOUT
         and the requirements of the Local Authority.
         These Drowings are diagrammatic only and shall be read in conjunction with all relevont
         Architectural and other consultants drawings and specifications and other written                                                          2508-4          DETAILS
         instructions that may be issued during the course of the contract.
         Any discrepancies shall be referred to the supervising officer for decision before                                                         2508-5          CALCULATIONS
         proceeding with the work.
         Contractor shall verify all fixture locations, invert levels, surface levels, and
         cover to pipes ore correct and obtainable prior to commencement of the work.
         The exact location of existing, and proposed services, sholl be verified with                                                                                  Note:
         the relevant Authority. or other trades as applicable.
         Fire stop collors to be used on 011 plastic pipework penetrating fire resistant                                                                                Do not scale from these drawings.
         construction.                                                                                                                                                  Do not rely on these drawings for
         SANITARY DRAINAGE                                                                                                                                              alignment and levels of all existing
         Underground pipework sholl be 100 dio. PVC OWl/, min grade 1:60 U.N.O.                                                                                         infrastructure.
         Suspended Pipework sholl be PVC class OWl/.                                                                                                                    It is the                      of the contractor
         Trade waste pipework to grease trap suspended shall be "Coesprene" or                                                                                                         obligation
         HOPE. Underground shall be vitreous cloy or HOPE.                                                                                                              and/or plumbin9 contractor to survey
         Trade waste pipe work to oil separator sholl be HOPE, or Vitreous cloy with                                                                                    all existing services                  to
                                                                                                                                                                                                       prior
         "Nitrile" rubber rings.
         CLeonouts      inspection openings brought to surface in paved
                       or
         oreas. or within buildings to hove brass cops.


         STORMWATER DRAINAGE
         Under~round pipework sholl be 100 dio PVC cl055 SW min grade 1:1 00 U.N.O.
         Oownpopes shall be  100 Dio PVC class SW.
                                                                                   or   concrete


                                                                                                                                             ~                          construction




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

         WATER SUPPLY
         Pipework sholl       be   according   to AS4020 for    example ABS (ocrylonitrite
         stytrene), PP (Poly propylene) or PE (Polyethylene) UNO.
         Water  supply pipewark shall be 20 dio UNO.
         Exception: one fitting only may be 15 dia. max.    length 3000 mm.
         Hot waler  pipe work sholl laggej                                                                             0’
                                                                             .,


         Hot   waterrecirculating lines to b insulated w;th 20mm ArmoflP":’ 0’" siMilo"                                W’)lJvl)
         Provide tempering valves on hot wotel to personal hygiene fll ~urt:..
                                                                      ’


         Underground copper pipe work sholl be "Kemlogge       or otherwise protected.
                                                                                                                 a
         Under9round pipework not under concrete slob may be polypipe closs PN20.                                )
         one size larger thon shown.

         Exposed pipework in amenities areas, shall be chrome ploted.
         Where water meters ore 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 011 hose cocks                                                     SITE   LOCATION
         Provide RPZO to any          irrigation connections.                                                                       SCALE: NTS



                                                                                  PROJECT:                                                                    Amd                        Descri tion                 Dote
                               Construction
               ~ Hydraulic                               W:E!                       TAPLEY RESIDENCE
    CONTACT:     Reinhold           Koenning ’-lIEAust RPEO No 7023                 LOT 34
                 PO Box 181                                   AHSCA                 MARCUS DUNES ESTATE                                                       B     DRAINAGE REVISED     PER APPUCANTS ADVICE       26-06-12




    ARCHITECT
                 ’-loffat Beach, Old, 4551
                 PH: 5491 4333 FX: 5491 4233

                 :
                                                                                  CUENT:

                                                                                    TAPLEY
                                                                                                                                                 ~            A


                                                                                                                                                              For
                                                                                                                                                                    RESPONSE TO RFl


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                                                                                                                                                                                                       Notes
                                                                                                                                                                                                                    21-09-11

                                                                                                                                                                                                                      Date
                                                                                                                                                                                                                    5-08-11
                     FOSTER          DESIGNS                                                                                                                  For
                                                                                                                                                              For Tender
    DRAWING TITLE:                                                                                                                       B
                                                                                                                                                              For Construction
                   COVER SHEET
                                                                                   RPD:- LOT 34 SP            111721                                          As Constructed