20220156 9 Kauri St OPW Plans · OPW22/0207

                                                                                                                   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 (%)                                           6% 12%                                               1.2%                                                    VERTICAL GEOMETRY GRADE (%)                                  1.5%
                        VERTICAL GEOMETRY LENGTH (m)                                          2.752.27                                             18.64                                                   VERTICAL GEOMETRY LENGTH (m)                                 24.45

                        DATUM RL = 109.400                                                                                                                                                                 DATUM RL = 108.100
                                                                                    113.421

                                                                                               113.586
                                                                                                             113.858


                                                                                                                                     113.918




                                                                                                                                                                 114.038

                                                                                                                                                                              114.082




                                                                                                                                                                                                                                             111.927




                                                                                                                                                                                                                                                              112.077




                                                                                                                                                                                                                                                                                112.227


                                                                                                                                                                                                                                                                                          112.294
                        FINISHED SURFACE LEVEL                                                                                                                                                             FINISHED SURFACE LEVEL
                                                                                    113.642

                                                                                               113.783
                                                                                                             113.907


                                                                                                                                     114.176




                                                                                                                                                                 114.950

                                                                                                                                                                              115.278




                                                                                                                                                                                                                                             111.467




                                                                                                                                                                                                                                                              111.877




                                                                                                                                                                                                                                                                                112.593


                                                                                                                                                                                                                                                                                          112.918
                        EXISTING SURFACE LEVEL                                                                                                                                                             EXISTING SURFACE LEVEL


                        CUT / FILL DEPTH                                                                                                                                                                   CUT / FILL DEPTH
                                                                                    -0.221

                                                                                               -0.197
                                                                                                             -0.049


                                                                                                                                     -0.258




                                                                                                                                                                 -0.911

                                                                                                                                                                              -1.196




                                                                                                                                                                                                                                                                                -0.366


                                                                                                                                                                                                                                                                                          -0.624
                                                                                                                                                                                                                                             0.460




                                                                                                                                                                                                                                                              0.200
                        CONTROL LINE CHAINAGE                                                                                                                                                              CONTROL LINE CHAINAGE
                                                                                                                                                                              23.656
                                                                                               2.747
                                                                                                             5.015




                                                                                                                                                                                                                                                                                          24.45
                                                                                                                                     10




                                                                                                                                                                 20




                                                                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                                20
                                                                                    0




                                                                                                                                                                                                                                             0
                        A3 SCALE: H 1:500, V 1:100                                                                                                                                                         A3 SCALE: H 1:500, V 1:100
                        LONGITUDINAL SECTION B                                                                                                                                                             LONGITUDINAL SECTION C




                                                                                                                                               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
                                                                                                                                                                                                                         COOROY, QLD, 4563              JARO BAULEKA            LONG SECTIONS #2     AND
                                                                                                                                                                                                                                                         RPEQ: 20693
    37 MARY ST
NOOSAVILLE, QLD 4566
                                   A   10/08/22   COMBINED MCU AND OP WORKS ISSUE      JAC                  BRP                     JB         SCALE:
                                                                                                                                                                                                                                                           CPEng
                                                                                                                                                                                                                                                                                                     OPERATIONAL WORKS
   +61 7 5211 1003               REV   DATE               DESCRIPTION                DWN                  CHK                       APP
                                                                                                                                                                             AS INDICATED                                                               DATE: 10/08/22
                                                                                                                                                                                                                                                                                DRAWING NUMBER:       PROJECT NUMBER:   SHEET REV:
                                                                                                                                                                                                                                                                                                                         SIZE:
RECORCONSULTING.COM                                             REVISIONS
                                                                                                                                                                           DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                C54                   20220156          A1 A