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RFI - 20220156 Kauri St OPW REV B

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                                                                                                                                                                                                                                                                            LOCATION OF
                                                                                                                                                                                                                                                                            TYPICAL SECTION
                                                                                                                                    LOCATION OF                                                                                                                             ON C55
                                                                                                                                    TYPICAL SECTION
                                                                                                                                    ON C55




                                                                                                                                                                    VIP RL 113.987
                                                                                                                       VIP RL 113.858
                                                                                                  VIP RL 113.586
                                                                                                                                                                                                                             HORIZONTAL CURVE DATA
                        HORIZONTAL CURVE DATA

                                                                                                                                                                                                                             VERTICAL CURVE LENGTH (m)
                        VERTICAL CURVE LENGTH (m)                                                                                                                                                                            VERTICAL CURVE RADIUS (m)
                        VERTICAL CURVE RADIUS (m)
                                                                                                                                                                                                                             VERTICAL GEOMETRY GRADE (%)                                                1.5%
                        VERTICAL GEOMETRY GRADE (%)                                        6%                 12%                                1.2%                                       4.9%                             VERTICAL GEOMETRY LENGTH (m)                                               24.45
                        VERTICAL GEOMETRY LENGTH (m)                                       2.75               2.27                               10.73                                      8.41
                                                                                                                                                                                                                             DATUM RL = 106.300
                        DATUM RL = 108.400




                                                                                                                                                                                                                                                                  111.927




                                                                                                                                                                                                                                                                                              112.077




                                                                                                                                                                                                                                                                                                                          112.227




                                                                                                                                                                                                                                                                                                                                    112.294
                                                                                                                                                                                                                             FINISHED SURFACE LEVEL
                                                                                 113.421


                                                                                              113.586


                                                                                                                   113.858




                                                                                                                                              113.918




                                                                                                                                                                113.987




                                                                                                                                                                                           114.196




                                                                                                                                                                                                      114.400
                        FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                  111.467




                                                                                                                                                                                                                                                                                              111.877




                                                                                                                                                                                                                                                                                                                          112.593




                                                                                                                                                                                                                                                                                                                                    112.918
                                                                                                                                                                                                                             EXISTING SURFACE LEVEL
                                                                                 113.642


                                                                                              113.783


                                                                                                                   113.907




                                                                                                                                              114.176




                                                                                                                                                                114.635




                                                                                                                                                                                           114.950




                                                                                                                                                                                                      115.317
                        EXISTING SURFACE LEVEL

                                                                                                                                                                                                                             CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                                          -0.366




                                                                                                                                                                                                                                                                                                                                    -0.624
                                                                                                                                                                                                                                                                  0.460




                                                                                                                                                                                                                                                                                              0.200
                        CUT / FILL DEPTH
                                                                                 -0.221


                                                                                              -0.197


                                                                                                                   -0.049




                                                                                                                                              -0.258




                                                                                                                                                                -0.648




                                                                                                                                                                                           -0.754




                                                                                                                                                                                                      -0.917
                                                                                                                                                                                                                             CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                    24.45
                        CONTROL LINE CHAINAGE
                                                                                                                                                                15.745




                                                                                                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                                                                          20
                                                                                              2.747


                                                                                                                   5.015




                                                                                                                                                                                                      24.15




                                                                                                                                                                                                                                                                  0
                                                                                                                                              10




                                                                                                                                                                                           20

                                                                                                                                                                                                                                                            LONGITUDINAL SECTION DRIVEWAY C
                                                                                 0




                                                                                                                                                                                                                            A1 SCALE: H 1:200, V 1:100
                        A1 SCALE: H 1:200, V 1:100                       LONGITUDINAL SECTION DRIVEWAY B




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

                                                                                                                                                                                                                                                                                                                PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                         SUNSHINE GROVE PTY LTD                                                                                                                                 TITLE:                        STATUS:

                                                                                                                                                                                                                                    9 KAURI STREET                                                              ROADS AND DRAINAGE            MATERIAL CHANGE OF USE
 © ABN 89 647 469 707
                               B    28/10/22   RFI ISSUE                             BRP                                                BRP
                                                                                                                                                                                                                                   COOROY, QLD, 4563                               BEN PARRY                    LONG SECTIONS #2              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
                                                                                                                                                                                                                                                                                                                C54                           20220156          A1 B
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