20220156 Kauri St OPW

                                                                                                                                                                                                                  RETAINING WALLS
                                                                                                                                                                                                                  TO STRUCTURAL
                                                                                                                                                                                                                  ENGINEERS                         FINISHED SURFACE LEVEL
                                                                                                                                                                                                                  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    C
                         B
                              19/12/22
                              28/10/22
                                         POD A UPDATE
                                         RFI ISSUE
                                                                           BRP
                                                                           BRP
                                                                                        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: 19/12/22
                                                                                                                                                                                                                                                                                                          DRAWING NUMBER:       PROJECT NUMBER:   SHEET REV:
                                                                                                                                                                                                                                                                                                                                                   SIZE:
RECORCONSULTING.COM                                      REVISIONS
                                                                                                                  DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                          C33                   20220156          A1 C