00156B56.001

No.31                                                         No.33                                                            No.35

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                                                                                                                                                                                                                                                               Foot
                                                                                                                                                                      Hosting Street                                                                 «3.50                         «3.54     'x3.57
                                                                                                                                                                                                          3.57   Kerd                             Gre wate        eed                                                       NOTE:
                                                                                                                                                                                                                  "3.27                                                                                                     Existing services water main and
                                                                cover
         Top of occess                         and frame. Refer Note W                                   Sow cut ot existing                                                                                                                                                                                                Energex shown at horizontal location
         100 above finish surface but                (see    )                          prokes Socarennae    50mm Asphaitic poving                                                                                                                                                                                         but not at real depth. RL are subject
        flush with pavernents.                       Conerete ring
                                                                                                                                                                                                                                                                                   © 12.800                                 to survey.
                              SL3.460                                                                                                                                                                                                                                                                                       HCB alignment subject to survey.
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                                                                                                                               fift asphaltic concrete
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                                                                                 (8 ports 10mm NOM size                                                                                                                                                                                                                                ete
             150                                me _f                                             Coorse or      Ld                                                                                                           SECTION A — A                                                                                                    ee eee ee
         11.370                                                                                                                                                                                                                                                                                                                        {| ___ issue                  Notes          te
                                                     #300 FRC                                     fine bedding                                                                                                                                                                                                                         ‘or_Development Approval                   29-5-07
                       SECTION 8 — B                                                                            #300                                                                                                                                                      /s    MH SK1/2        MH SKI/1                               for Tender |
                                                                                                                                                                                                                                                                     MH SKI                                                             ‘or Construction

                                      #300 FRC
                                                                                                                                                                                                                                                                                                                                                        Construction Hydraulic |
                                                                                                                                                                                                                                                                                                                                                        Building Service Engineers  \ |]
                                                                                 1, Selected bockfill in oll coses shall    to the wings ond
                                                                                2. Bedding                    mond aight of                                                                                                                                                _ 9375 FRO _ #300 FRC 0.000 RL.
                                                                                     con!   300 thick for the length      esalng)
                                                                                    Cohesive material ~       indes of 70min, refer AS1269.E5.1                                                                                                                                                                                          contact: Reinhold Koenning mitAust RPEQ No 7023
                                                                                     Non—             oe                                                                                                                                                                                                                                        PO Box 1176
                                                        #300 FRC                    Sand — compoct by flooding and use of povernent 95% sti — below 300mm zone.                       ve Bet                                                                                 1:88.34   1:205.64    LENGTH                                           ee a ae                PH; 5444 8645
                                                                                     Compacted gravel (300mm layer  rood            jandord compaction                                             a                       ¢ ——ve--— ut —                                  is 22.085    23.649
                                                                                    Compacted ordinary           90% sto
                                                                                                    hg’   1                                                                                                                                                                        88                                                                                        FX: 5444 8224
                                                                                                           5 Gravel                                                                                                                                                                                                                              www
                                                                                              bockfill             compaction tests to AS1289.5.1.1.                                               | woter                       Fire                                                           — DEPTH
                                                                                 4. Type U & Type H! to conform to AS3725.                                     1 main                    __        | Valve                          ‘ont                                           an                                                             MR.  & MRS SELKIRK
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                                                                                                                                                                  —s ——s ——s —<=5S             s—-s     —         5 —s +s} 5 ——+                                                     a          °

                                                                                                                                                                                       SERVICES INSERT                                                                       LONGITUDINAL SECTION                                                COUNCIL STORMWATER)
                                                                                                                                                                                                                                                                                Scale Horiz :— 1:1000                                             OPERATIONAL    WORKS
                                                                                                                                                                                                                                                                                      Vert :— 1:100

                                                                                                                                                                                                                                                                                                                                            RK | Creched     Date | 29—   Deg No.
                                                                                                                                                                                                                                                                                                                                              #1:100     omaruno| 2 of 4   1703-0-       4