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RFI - 20220156 Kauri St OPW REV B

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                                                                                                                                                                                                                  RETAINING WALLS
                                                                                                                                                                                                                  TO STRUCTURAL
                                                                                                                                                                                                                  ENGINEERS
                                                                                                                                                                                                                  SPECIFICATION




                                                                                                                                                                                                                                                            112.049
                                                                                                                                                                                                  VIP RL 111.95




                                                                                                                                                                                                                                                         RL111.95
                                                                                                                                                                                VIP RL 110.627




                                                                                                                                                                                                                                                     VIPRL
                                                                                                                                                                              VIP RL 110.196
                                                                                                                                                         VIP RL 110.195




                                                                                                                                                                                                                                                     VIP
                                                                                                                           BIORETENTION
                                                                                                                           GARDEN




                                                                                   VERTICAL GEOMETRY GRADE (%)                                  -50.2%0%48.9%100.7%                                                             0%                32.5%
                                                                                                                                                                                                                                                      9.1%
                                                                                   VERTICAL GEOMETRY LENGTH (m)                                  1.11 2.11 0.881.31                                                             19.1               0.31
                                                                                                                                                                                                                                                      1.59

                                                                                   DATUM RL = 105.600




                                                                                                                                             110.744
                                                                                                                                                       110.195

                                                                                                                                                                          110.196
                                                                                                                                                                                    110.627
                                                                                                                                                                                                 111.950




                                                                                                                                                                                                                    111.950




                                                                                                                                                                                                                                       111.950




                                                                                                                                                                                                                                                 111.950
                                                                                                                                                                                                                                                            112.049
                                                                                   FINISHED SURFACE LEVEL




                                                                                                                                                       110.786

                                                                                                                                                                          110.877
                                                                                                                                                                                    110.915
                                                                                                                                                                                                 110.972




                                                                                                                                                                                                                    111.170




                                                                                                                                                                                                                                       111.637




                                                                                                                                                                                                                                                 112.021
                                                                                                                                                                                                                                                            112.049


                                                                                                                                                                                                                                                                      112.338
                                                                                   EXISTING SURFACE LEVEL


                                                                                   CUT / FILL DEPTH




                                                                                                                                                       -0.590

                                                                                                                                                                          -0.681
                                                                                                                                                                                    -0.288




                                                                                                                                                                                                                                                 -0.071
                                                                                                                                                                                                 0.978




                                                                                                                                                                                                                    0.780




                                                                                                                                                                                                                                       0.313




                                                                                                                                                                                                                                                            0.000
                                                                                   CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                 24.502
                                                                                                                                                                                                                                                            24.807


                                                                                                                                                                                                                                                                      27.987
                                                                                                                                                       1.093

                                                                                                                                                                          3.203
                                                                                                                                                                                    4.083
                                                                                                                                                                                                 5.398




                                                                                                                                                                                                                    10




                                                                                                                                                                                                                                       20
                                                                                                                                             0
                                                                                  A1 SCALE: H 1:200, V 1:100                                                        LONGITUDINAL SECTION D




                                                                                              CLIENT DETAILS:                                                                                                     PROJECT ADDRESS:                                              APPROVED BY:              PROJECT NAME:

                                                                                                                                                                                                                                                                                                          PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                        SUNSHINE GROVE PTY LTD                                                                                                                                                                            TITLE:                STATUS:

                                                                                                                                                                                                                                9 KAURI STREET                                                            BULK EARTHWORKS      MATERIAL CHANGE OF USE
 © ABN 89 647 469 707
                         B    28/10/22   RFI ISSUE                         BRP          BRP
                                                                                                                                                                                                                               COOROY, QLD, 4563                                          BEN PARRY       SECTION #3           AND
                                                                                                                                                                                                                                                                                          RPEQ: 28084
    37 MARY ST
NOOSAVILLE, QLD 4566
                         A    10/08/22   COMBINED MCU AND OP WORKS ISSUE   JAC   BRP     JB   SCALE:
                                                                                                                                                                                                                                                                                          CPEng NER
                                                                                                                                                                                                                                                                                                                               OPERATIONAL WORKS
   +61 7 5211 1003      REV   DATE                   DESCRIPTION           DWN   CHK    APP
                                                                                                                    AS INDICATED                                                                                                                                                         DATE: 28/10/22
                                                                                                                                                                                                                                                                                                          DRAWING NUMBER:       PROJECT NUMBER:   SHEET REV:
                                                                                                                                                                                                                                                                                                                                                   SIZE:
RECORCONSULTING.COM                                      REVISIONS
                                                                                                                  DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                          C33                   20220156          A1 B
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