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2021-09-07 Planning & Environment Committee Meeting Agenda

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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA   7 SEPTEMBER 2021




                                                                     Page 16 of 143

NOTE:
                                                                                                                                                                        e   LAND ADJOINING THE REVETMENT
                                                                                                                                                                            WALL STILL SERVES FLOOD
                                                                                                                                                                            DETENTION FUNCTION (P010)
                                                                                                                                                                        ¢   FOOTINGS DO NOT PROTRUDE
                                                                                                                                                                            THROUGH EXISTING BATTER LINE
                                                                                        FRAMELESS GLASS FENCING                                                             (P011a)
                                                                                        FOR UNIMPEDED VIEWS.
                                                                                        LIGHTWEIGHT, NATURAL VIEWS                                                      ¢   NO ADDITIONAL LOAD PLACED ON
                                                           EXISTING SURFACE LEVEL    feb eae                                                                                REVETMENT WALL (P011b)
                                                         _ LAW MORE THAN 75%                                                                                            *   WORKS HAVE NOT AFFECTED OR
                                                        i                                                                                                                   POSE A RISK TO THE MEMBRANE
                                                ie.                               300
                                                          oes -                  i               EXISTING PRECAST                                                           ADJOINING (P0110)
                                                                                              y-— CONCRETE WALL      RL +1.00m (TOP OF WALL)
                                                                        _         dH                                       eee
                                                                           8    las             75 BIM, COVER
                                                                                                3L11 TRENCH MESH
                                                                           6           j    a
                                                                             EU  ys
                                            300 x 300 Min. CONTINUOUS, Nom      ct Sat ope
                                             25mm DRAINAGE GRAVEL WRAPPED   Pea] *          2) 7— PVC PIPE           RL +0.50m (CL OF PVC PIPE)
                                             IN APPROVED GEOTEXTILE             9 OS aa ne                    i
                                                                              Laeoeg   of ai                         RL +0.40m WATER LEVEL
                                                             SLOTTED Pvc PIPE—~     7     en                                   =
                                                             Dia 75mm.                :   -   ‘
                                 APPROVED IMPORTED COMPACTED                 ae * < oy       be                        +
                                 GRANULAR (SAND) MATERIAL               -   :   F       .   <                        RL +0.00m (TOP OF EXISTING ROCK PROTECTION)
                                 WRAPPED IN APPROVED GEOTEXTILE —_          ae     oe  rs ak    In.              -
                                                                 Rb          onl                      TIO Ha
                                                                         34             + Pee                  Ora                               ah
                                                               |      gon                 *               \                                                  —_
                                                               |         -              st                  ‘\— EXISTING CONTINUOUS ROCK SCOUR
                                                                                x                     |        PROTECTION (2 LAYERS, 7502 Min)
                                                               |                       ler 2.         |        WRAPPED IN APPROVED GEOTEXTILE.
                                                               |         e                  eS        |        (UP TO 3m WIDE)
                                                               |                              See
                                                                                                    a EXISTING CONCRETE
                                                                                                         CUT-OFF WALL

                                                                TYPICAL SECTION (AS PER DESIGN)
                                                                                  NIS

  AAA Design & Development Pty Ltd [No.|                                 Description _| Date |                                                                                CONCRETE FOOTING LAYOUT
                                                                                                              RG STRATEGIC                                 APPROVED
34/13 Norval Court, MAROOCHYDORE, QLD 4558      /\          pf                                               12 Topsaiis Place,                                          As OE
 Tel/Fax: (07) 5479 6747                       INN          Po
                                               i}   YY           _                                            NOOSAVILLE, QLD 4566                                   -— Tate      0970672001 |
 ee                                           [} | L/S              TT          ——                                                                          ~~ 2—        [ae      ornemai|     322] - 01
      :          2       ‘                    Aa                                                              LOT 494 ON RP880345
  email: [email protected]           Aston /        CSS                                                                                            fertoneenarceaan —pDOWN by
                                             Uwe |                                                      J [__ PROPOSED POOL FENCE                        Pear Dene Cormtng

                                                                                                                                                                                                                     Page 16 of 143
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