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Revised architectural plans

Attached to the e-mail Response to Information Request - MCU18/0120, RAL18/0013, OPW18/0197.

of 31

Plans and drawings: the text below has words only, no drawings.

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Original PDF page 2, section 5. The text section number identifies this passage in the reader.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0 Concrete120


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .02




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                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4
                                                                                                                                                   RCP Ø500
                                                                                                                                DSIL 115.23




                                                                                                                                                                                                                                                                                                                                                                                              RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DR VI
                                                                                                                                                                                                              HATCH DENOTES




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                                                                                                                                                                                                                                                      11
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                                                                                                                                                                                                                                                                                                                                                64.732
                                                                                                                                                                                                                                                                                                                                                                                               39




                                                                                                                                                                                                                                                                                                                                                                                                                                                       84
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                                                                                                                                                                                                                                              8.




                                                                                                                                                                                                                                                                                                                                                               LANDSCAPING
                                                                                                                                                                                                                                                                                                                             98
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                                                                                                                                                                                                              ENG. SPEC.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RL 120.40




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                                                                                                                                                                                8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Sewer Manhole
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         42
                                                                                                                                                                                  o




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Surface Level RL120.42
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     USIL 118.34 (@ Jump up)/117.02
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Site Plan 1:200                                                                            1:200
                                                                                                                                                                                                                                                                                                                                                                          9.
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                                                                                                                                                                                                                   14



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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Sewer Manhole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Surface Level RL120.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      USIL 116.91 (@ Jump up)
                                                                                                                                                                                                                                                                                                                                                                            14




                                                                                                                                                                                                                                                                                                                                                                                                                                       9.
                                                                                                                                                                                               62




                                                                                                                                                                                                                                         06




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             47


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STATUS- D.A -RFI                             DATE 10/09/2018
                                                                                                                                                                                                                                                                            M // 0 4 0 4 7 6 6 8 8 3                                                                                                                                                                                                                                                                                                                                                         L O T               5        T A Y L O R                              C O U R T             C O O R O Y                                                                                                                     DRAWN- JRL                                   CECKED BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               - JRL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT NO     SHEET SIZE                    SHEET NO.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 18003
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2 of 16
                                                                                                                                                                                                                                                                            E // j a r m o 2 1 2 [email protected] o m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Proposed Industrial                                                           Hass Holdings Pty Ltd ATF Quasar Trust                                                                                                        PLOT DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10/09/2018

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