20220156 Kauri St OPW

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




                                                                                                                                                      VIP RL 114.31
                                                                                                                                                                                           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%                                                       3.1%                 VERTICAL GEOMETRY LENGTH (m)                                               24.45
                        VERTICAL GEOMETRY LENGTH (m)                                                        21.23                                                     2.92
                                                                                                                                                                                           DATUM RL = 106.300
                        DATUM RL = 108.000




                                                                                                                                                                                                                                111.927




                                                                                                                                                                                                                                                            112.077




                                                                                                                                                                                                                                                                                        112.227




                                                                                                                                                                                                                                                                                                  112.294
                                                                                                                                                                                           FINISHED SURFACE LEVEL
                                                                                 113.036




                                                                                                       113.636




                                                                                                                                         114.236
                                                                                                                                                   114.310



                                                                                                                                                                         114.400
                        FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                111.467




                                                                                                                                                                                                                                                            111.877




                                                                                                                                                                                                                                                                                        112.593




                                                                                                                                                                                                                                                                                                  112.918
                                                                                                                                                                                           EXISTING SURFACE LEVEL
                                                                                 113.642




                                                                                                       114.176




                                                                                                                                         114.950
                                                                                                                                                   115.076



                                                                                                                                                                         115.317
                        EXISTING SURFACE LEVEL

                                                                                                                                                                                           CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                        -0.366




                                                                                                                                                                                                                                                                                                  -0.624
                                                                                                                                                                                                                                0.460




                                                                                                                                                                                                                                                            0.200
                        CUT / FILL DEPTH
                                                                                 -0.606




                                                                                                       -0.541




                                                                                                                                         -0.714
                                                                                                                                                   -0.766



                                                                                                                                                                         -0.917
                                                                                                                                                                                           CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                  24.45
                        CONTROL LINE CHAINAGE
                                                                                                                                                   21.233




                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                        20
                                                                                                                                                                         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          C
                               B
                                    19/12/22
                                    28/10/22
                                               POD A UPDATE
                                               RFI ISSUE
                                                                                     BRP
                                                                                     BRP
                                                                                                 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: 19/12/22
                                                                                                                                                                                                                                                                              DRAWING NUMBER:               PROJECT NUMBER:   SHEET REV:
                                                                                                                                                                                                                                                                                                                               SIZE:
RECORCONSULTING.COM                                            REVISIONS
                                                                                                                                   DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                              C54                           20220156          A1 C