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OPW14/0010 - Approved Plans

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                                              LEGEND
                   ___                                  PROPOSED      RETAINING WAll
                                                        EXISTING   EDGE OF CONCRETE

                                           ~~
                                       "'~.
                                   <;;."                FINISHED   SURFACE      LEVEL
                           .t).
                                                                                                                                                                                                                                                                                                                                                                      \
                                      o                 ROOFWATER      INSPECTION       OPENING
                                                                                                                                                                                                                                                                                                                                                              \    +\
                                   D                    GRATED     INLET PIT

                                                                                                                                                                                                                                                                                                                                                                  \ \
                                                                                                                                                                                                                                                                                                                                                                   \ \
                                                                                                                                                                                                                                                                                                                                                                          :\           \
                                                                                                                                            PROPERTY
                                                                                                                                                                                                                                                                                                                                                                      it       \           \
                                                                                                                                            BOUNDARY

                                                                                                                                                                                                                                                                                                                                                                                   \           \
                                                                                                                                                                                                                                                                                                                                                                                       \G           \
                                                                                                                                                                                                                                                                                                                                                                                                        \
                      SETOUT TABLE - PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                       .~~
                            PI
                                           I Easting         I Northing I             Level
                                                                                                                                                       0100 ROOFWATER      INSPECTION
                                                                                                                                                                                                                                                                                                                                                                                                    \
                                  1               995.518          989.727            31.299                                                           OPENING
                                                                                                                                                       E:   988.020                                                                                                                                                                                                                                     \
                               2                  993.906          989.736            31.137                                                           N:   992,872

                               3                  992.297          989.832            30.934
                                                                                                                                                                                                                                                                                                                                                                                                             \
                                                                                                                                                                                                                                                                                                                                                                           RENDERED CONCRETE BLOCK
                               4                  990.519          990.428            30.696                                                                                                                                                                                                                                                                               RETAINING   WALL (RW1)
                                                                                                                                                                                                                                                                                                                                                                           REFER STRUCTURAL        DRAIfoJINGS
                               5                  989.208          991.767            30.458
                               6                  988.412          993.101            30.262
                                                                                                                                                                                                                                                                                         ."~.
                                                                                                                                                                      0100 ROOFWATER INSPECTION
                                                                                                                                                                                                                                                                                                                                                      @
                               7                  991.211          994.767            30.237                                                                          OPENING
                               8                  994.059          996.463            30.211                                                                          E:
                                                                                                                                                                      N:
                                                                                                                                                                           988.911
                                                                                                                                                                           991.405                                                                                                                   \
                               9                  994.793          996.900            30.205
                              10                  996.032          994.824            30.390
                                                                                                                                                                                            RENDERED CONCRETE BLOCK
                                                                                                                                                                                            RETAINING WAll (RW2)
                                                                                                                                                                                                                                                                                                          \                                     \
                              11                  997.273          993.907            30.559                                                                                                REFER STRUCTURAL      DRAININGS
                                                                                                                                                                                                                                                                                 REFER                         \                                      \
                                                                                                                                                                                                                                                                            STRUCTURAL                                                                                @
                              12
                              13
                                                  998.798
                                              1001.750
                                                                   994.146
                                                                   995.963
                                                                                      30.727
                                                                                      30.883                                                                                                                                                                      ~JOINT
                                                                                                                                                                                                                                                                         DRAVVINGS         FOR
                                                                                                                                                                                                                                                                                     DETAILS
                                                                                                                                                                                                                                                                                                                    \                                                              300mm MIN WIDTH FOR
                                                                                                                                                                                                                                                                                                                                                                                   ALL NEW CONCRETE
                              14              1003.437             993.483            31.033                                                                                                                                                                                                                               \                              @       \
                                                                                                                                                                                                                                                                              "'---...
                              15              1002.222             992.656            31.146
                              16              1001.137             991.322            31.514                                                                                                                                                                                                                                    \             .----   EXISTING
                                                                                                                                                                                                                                                                                                                                         ~            DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                      EDGE


                                                                                                                                                                                                                                                                                                                                J
                              17              1000.963             989.610            31.882                                                                                                                                                                                                                                                                                           TAPERED EDGE. IF

                              18
                              19
                                              1001.592
                                              1001.146
                                                                   986.226
                                                                   985.988
                                                                                      32.609
                                                                                      32.623
                                                                                                                                                                                                                                                                                                                                                                           \           REQUIRED FOR
                                                                                                                                                                                                                                                                                                                                                                                       REPLACEMENT OF
                                                                                                                                                                                                                                                                                                                                                                                       EXISTING CONCRETE

                                                                                                                                                                                                                                                                                                                                                                               \
                              20              1001.899             984.587            32.850
                                                                                                                                                                                                                   - -- -- --                          ----                                                                         SITE SURVEY
                                                                                                                                                                                                                                                                                                                                    BENCH MARK
                                                                                                                                                                                                                                                                                                                                    E:
                                                                                                                                                                                                                                                                                                                                    N:
                                                                                                                                                                                                                                                                                                                                             1003.132
                                                                                                                                                                                                                                                                                                                                              982.037
                                                                                                                                                                                                                                                                                                                                                                               -\
                      SETOUT NOTES
                                                                                                                                                        -
                                                                                                                                                                                                                   EXISTING CONCRETE     DRIVEWAY
                                                                                                                                                                                                                                                                                                                                    Rl:        33.222
                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                           NOOSA COUNCIL
                      1. FOR SETOUT POINT LOCATION IN RElATION TO RETAININGWAlLS REFER TO
                         STRUCTURAL DRAWINGS                                                                                              APPROVED PLANS
                                                                                                                                                                                                                    TO NEIGHBOURING    lOT
                                                                                                                                                                                                                                                                                                                                                                                           \
                                                                                                                                        OPW14/0010 6 AUG 2014                                                                                                                                                                                                                                  \

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     c~       •••_~               •••• lt>o                                                                                     HELEN WOOD-GRANT                                                                                              ALTERATIONS TO EXISTING DRIVEWAY                                                                                                         ASSHOWN              A3
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                                                                                                               ASSOCIATES                                                                              Onigned            Verifted
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Document        Set ID: 19730774
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                                              A
                            Rev Dale Revision Descri
                                                    11/00/1 ISSUEOFORCOMMENT
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                                                                                                                                                                                                                                                                                                               PM 17611
                                                                                                                                                                                                                                                                                                               44.14a
                                                                                                                                                                                                                                                                                                                                                                                       2012                  B
Version: 1, Version Date: 10/07/2014

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