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Attachment A Proposal Plans

Attached to the e-mail Multiple Housing Type 2 Duplex - MCU17/0559.

of 11

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

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

23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .63
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CO0.68 8                                 BR.72.72
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CO0    67




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                                                                                                                                                                                                                                                                                                                                                              21 55                                                                                                                                                                                                                                                  2     PA                                                                         2                                       2W01


 Cut and fill indicated on plan may vary at construction                                                                                                                                                            1                                                                                                                                        BB .01 7
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TE                                                                                                                                                          23


stage and builder shall verify and adjust as required.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MP
                                                                                                                                                                            10
                                                                                                                                                                           20 13 20.30
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CO0.73 7
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                                                                                                      GRANT STREET
                                                                                                                            20 14                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ST
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 All earthworks shall comply with Building Code of
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                                                                                                                                                                                                   Gully Trap
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                                                                                            Sewer U/ co rds
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Australia (BCA) Part 3.1 and relevant Council legislation.                                         m Re
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                                                                                                                                                                                                                                                                                                                                        331°48'10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISITNG HOUSE & POOL TO BE DEMOLISHED                                                                                                                                                                                                                                                                                                                                                                                                                                                  GT
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                                                                                                                                                                                                                                                                                                                               331°48'10" 17.099m
                                                                                                                                                                         N NI 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BR .73 3


4. SEWERAGE AND STORMWATER
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 All sewerage and stormwater drainage shall comply with                                      TB                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .64                        59                                                                                                                                                                                                                                                                                                                                                                                                                   86
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BCA Part 3.1.2, AS 3500 and relevant Council legislation.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .65                                                                                                                                                                                                                                                                                                                                                     ST .83 4               25 31



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED NEW RESIDENCE
                                                                                                                                                                           01                                                                                                                                                                                                                                                                                                                                                                                                                 CO0 2                                                                                                                                                                                                                                                                                                                                      12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     12                 25 33              02.F                    .83

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2                                                                                                                                                                                                                                                                                                                 25 34              ST .83 3
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                                                                                                                                                                                                                                                                                                                                                                  61                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             12                ST .83 6              02                               OL          PO
                                                                                                                                                                                                                                                                                                                                                              20                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                25 35                02.F                    PO                                          OL


 Stormwater to be discharged to Council approved                                                                                                                                                                                                                                                                                                             BB .97 1
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED POOL
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discharge point.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .73                                                       25 37


 All roof stormwater drainage, including
                                                                                                                                                                                                                                                                                                                                           10                                                                                                                                                                                                                                                                                                                                                                                                                                                               BR      9                                                        .83
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