OPW14/0010 - Response to information request

                                          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
                                                                                                                                                                                                                                                                                                                                                                             \
                 1. FOR SETOUT POINT LOCATION IN RElATION TO RETAININGWAlLS REFER TO
                    STRUCTURAL DRAWINGS
                                                                                                                                                                                                          TO NEIGHBOURING    lOT
                                                                                                                                                                                                                                                                                                                                                                                 \
                                                                                                                                                                                                                                                                                                                                                                                     \

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                                         A     11/00/1 ISSUEOFORCOMMENT
                                         Rev Dale      Revision Descri tion
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                                                                                                                                                                                                                                                                                                     PM 17611
                                                                                                                                                                                                                                                                                                     44.14a
                                                                                                                                                                                                                                                                                                                                                                             2012                  B