00156B56.001

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                                                                                                                                                                                                            Wececne ro ewreesseneeerecece. wee ceeeee aaae ener neenn ener enna n natn eennnnnnn ranean
   Provide the new stormwater infrastructure                                                     froen ence anew ecw cee enn pew ensensen nn mnn ae enn eee rn rn nnn rane cenaewnen heres ewe an epee anne errr                                                                              Flow direction
   which connects to the stormwater system of                                                                                                                                                                                                                                                            ~ 2     5,   '       F               een
   the local Authority prior to any further activity
   on site.                                                                                                                                                                                                                                                                                                            Ole.    o.°0
      the new stormwater infrastructure refer to                                                                                                                                                                                                                                                                                oo
                                                                                                                                                                                                                                                                                                                               oo
   drawing 1703-O-2                                                                                                                                                                                                                                                                                                    IA Ao o           Od
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                                                                                                                                                                                                                                                                                                                       a a        Ka      Ox   1

                                                                                                                                                                                                                                                                                                                                  filters into
                                                                                                   m_—                                                                                                                                                                                                                                   dia)    Flow direction
                                                                                           ir                                                                                                                                                                                                                                                            Flow direction
                                                                                                                                                                                                       inemneedsccbuecesdcscccesescscbcneracéeseseesdssewesonsesesce   SemnerEETeRes:
                                                                                                       a                                                             ea        eocceeceeee- aaa                                                                                                                 Pine          x        ~=oere      =
                                                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                                 wees cake
     Construction site                                                                                                     ‘emporary con                                                                                         Provide sedimentation basin during construction                                               oo                    500-500mm
                                                Runoff to silt trap                                                        sediment our ucve entry/exit                                                                          The sedimentation basin may be adjusted in                                                    °°      i=    Sp                  —~ Flow direction
                                       wae                                                                                                                                                                                        accordance with the construction progress. However                      Geotextile            oo            \y/            ~—«
            ao                                                                                                                                                                                                                   always ensure a minimum of 150mm freeboard to                            filter fabric
                                               om                                                                                                                                                                                the overflow weir.                                                                            o   (Oo               j
                                                                  o                                                                                                                                                              The overflow discharging from the sedimentation                                               oo
                                                                                                                                                                                                                                 basin shall be by means of gravity. However a pump                                            oo
                                                                                                                                                                                                                                 sump as shown in the detail shall be provided to                                         a
   Geofobric fabric,                                                                                                                                                                                                             ensure heavy rainfall events can be dealt with.                       50 -— 75mm                             —
   Bidurn_U34 or similor                                                                                                                                                                                                         Ensure no scouring occurs. Provide                                                                        Resa sistance
                                                                                                                                                                                                                                         such as large rocks or straw bales.                                                            i)
                                                                                                                                                                                                                                 The sedimentation basin shall catch 100% of the
                                                                                                                                                                                                                                 surface runoff from the site hence provide barriers
                                                                                                                                                                                                                                 and dam walls as temporary measure to direct the
           Lege clr athaen                                                                                                                                                                                                       flow through the sedimentation basin.

                                                                                                                                                                           F42 Fabric to AS15304    1
                                                                                                                                                                   Oesturded crea
                                                                                                                                                                                                                                                                 Geotextile fabric
                                                                                                                                                                       Ss                        rf                                                                                                           Fix to top of stoke with
                                                                                                                                                                                                                                                                                                                        fastener or
                                                                                                                                                                                                                                                                                                               tie to steel! picket
                                                                                                                                                                                                                       Posts or steel pickets
        Prior to the commencment of any construction activities the following measures                                                                                                                                                                  driven 600mm into ground          Geotextile Fabric
                                                                                                                                                                                                                                                                                          and F42
        shall be incorporated:
                                                                                                                                                                                                            00min vertical overiop of fabric                                            Overiond flow 00min.          50xSO HW stake or stesi
             Provide education of site personnel                                                                                                                                                                                                                                                                       picket 1
            Set up action plans as a precaution in case of disturbances occuring
             especially after an unexpected strong rainfall event
            Provide regular inspection and maintenance of all structures including the                                                                                                                                  Undisturbed oreo                                                                                           fama]              (scription            | te
             temporary structures.                                                                                                                                                                                                                                                   Perimeter sediment fence
                                                                                                                                                                                                                                                                                     refer detoil                                     i a           a          a              eT
                                                                                                                                                                                                                                                                                       ore                                          bt
                                                                                                                                                                                                                                                                                        ‘Obie 4 of OT                               bt
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 GENERAL NOTES                                                                                         LEGEND                                                                                                                                                                                                                       ree ee
These Drawings ore ere. inqremenatia. aoly and hell be read bp. conan een
     Ne SS ae        es auimn te casa at Oe              written                                                                                                                                                                                                                                                                    2
 Architectural and
               meine Peerree:            officer for decision before                                             cos.   Cieanout to surfoce
 stares fff cer
        sr, Veiuy on fixture locations, invert levels, surface levels,                   Existing storm woter           Eccentric                                                                                                                                 of Kore
cover to pipes are cores and ob  prior  commencement _ the work.                         Storm Water Droinoge                                                                                                                                           = Kb                                                                        ‘or Development Approval
                 existing, and
        location of                 services,                                                                           Gully Mon Hole
   reievont Authority, or other trades os
the reievont
 STORMWATER DRAINAGE       Se TE chen AE: che ERS LOO INO.                       a9      Agi Oroin               K&C    Kerb & Channel                                                                                  p
                                                                                                                                                                                                                                                      rrr
             Be 100 Dla PVC                                                                                             Pionter outiet                                                                                                                   niet bose                ety                                               for Construction | fT
 COVE oe & FRAMES                                                                                                       Real Property Boundary                                                                                                                                          qo                                       SS
               vehicular traffic to be 535 dio, cast iron, medium                                                        Real Property description
       app nt  nape ehala    be 535 dio. cost  concrete in! light. duty,      ——         een Eccentric eniorger          Roin woter                                                                                                                                                14               ae
             areos  be 600 aq. infill to match pavi
 oan s       roe    ve ceitee            bross edging.                        °     Fw                                                                                                                                                                                                             tke
                  Spe         'SWO or “SEW as oppropnate.                                                                                                                                                                                                                          ve
 Soon ks Promee tebe ‘Faston” or equal                                               GP1  lly Pit                       Storm woter droin                                                                                                                                                                 100
 GRATINGS                                                                     o                                          Trench grote transverse bor                                                                                   ——                                          >i              we
                                                                                                                         Trench grate longitudinal bor                                                                                                                             vl              ky
          storm water to be “faston, Gatic” or approved equal.
       match ma                                                                                                  u/g     Underground                                                                                                                                                               Re
 Du                                   for loading condition.                 ——_———       Sediment Fence         u/s     Under siab                                                                                                                                                                te
 Trench grote to tronsverse                                                                                              Uniess noted otherwise                                                                                                                                                                                       contact: Reinhold Koenning mitAust RPEQ No 7023
Floor waste grotee in pulite arose to be chrome plated Grose                              Sediment borrier       u.n.0.                                                                                                                                                            $l                                                        PO Box
in privote areas may be PVC.                                                                                                                                                                                                         FRONT ELEVATION                                               —                                          Buddine QLD 4575
                                                                                                                                                                                                                                                                                  aa                  Lg                                                                PH: 5444 8645
                                                                                                                                                                                                                                                                                   zs                                                                                     FX: 5444 8224
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                                                                                                                                                                                                                                                                                    Aomrez-
                                                                                                                                                                                                                                                                                   son      ‘«  v                                             MR.  & MRS SELKIRK
 Notes sediment control                                                                                                                                                                                                  gi
     General                                                                                                                                                                                                                         fT                             =
                    control. Flow should be       the work site where                                                                                                                                                                  ST
   b) All            and        martrctn te’ te imaoten Gnd be operetionel lore commencing up—siope                                                                                                                      one                         it                                                                              PRovECcT: PROPOSED REDEVELOPMENT
                                                                                                                                                                                                                                                     pO
    Gane manny        8 teers mln Svea ono Parone ‘soil                                                                                                                                                                                                                                                                                       NOOSA
     All control measures to be inspected ct weekly ond                                                                                                                                                                                                                                                                                       33 HASTINGS
  %                                                                                                                                                                                                                                                 St                             SIDE ELEVATION
           is obteined over
  2. Sediment Fence                                                                                                                                                                                                                                                              The RSF 100 unit con be fitted to almost ony type
  (0) Use woven f                  xit Sediment Trap.                                                                                                                                                                                                                         of grated or non~groted
  3, toe, Construction Entry/Exi                                                                                                                                                                                                                                              2. The minimum depth dimension of D is 350mm.
          Be cae ke               we weeey feo Srey) oe
  {8} freer =                                                                                                                                                                                                                                                                  Se ters acre See Sea manually or by                            aor         & E Sromon
  4, Safety issues must be considered at all times, Incorpate traffic control devices to the satisfaction of the superintendent                                                                                                                                                suction.                                                       OPERATIONAL WORKS
                                                                                                                                                                                                                                                                                                                                              CON
  5. All dimensions in millimetres unless indicated otherwise.                                                                                                                                                                             PLAN
  . Field inlet                                                                                                                                                                                                                               TYPICAL ECOSOL RSF100 RETRO-FIT CONFIGURATION
     A stabilised  overtand flow path should exist adjocent to the field inlet                                                                                                                                                                                                                                                       Bessor] RK          Date |29~     Deg. No.
    Water level contro!   banks may be required
    Blocks to be       by @ horizontal  roll ot block join height fixed to timber stokes ot corners
 7. Safety issues must be considered at all times, incorporate traffic contro! devices to the satisfaction of the Superintendent                                                                                                                                                                                                       scat 1 1:100   maruna| 4 oF 4    1703-0-