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Att7 - Civil Engineering Plans

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Original PDF page 13, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                          VIP RL 8.707
                                                                                  VIP RL 9.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                    VIP RL 7.68
                                                                                                                                    VIP RL 7.714
                                                                                                     VIP RL 7.543




                                                                                                                                                         VIP RL 8.5




                                                                                                                                                                                                                                                                                                                                                                                              VIP RL 7




                                                                                                                                                                                                                                                                                                                                                                                                                                  VIP RL 7
                                                                                                                                                                                                                                                                                                                     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 (%)                     -9.9% -28.4%                                   0%                       11%           0.6%
                        VERTICAL GEOMETRY GRADE (%)                        0%           -28.3%                          1.2%                       9.4% 1.5%
                                                                                                                                                                                                                                                                                                                     VERTICAL GEOMETRY LENGTH (m)                     6.78  6.01                                   26.97                      6.2          5.07
                        VERTICAL GEOMETRY LENGTH (m)                       8.09          6.02                           13.79                      8.39 2.74

                        DATUM RL = -3.800                                                                                                                                                                                                                                                                            DATUM RL = -4.300

                        FINISHED SURFACE LEVEL                                                                                                                                                                                                                                                                       FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                        8.707
                                                                                                                                                                                                                                                                                                                                                                                   7.794
                                                                                                                                                                                                                                                                                                                                                                                            7.000


                                                                                                                                                                                                                                                                                                                                                                                                          7.000




                                                                                                                                                                                                                                                                                                                                                                                                                      7.000




                                                                                                                                                                                                                                                                                                                                                                                                                               7.000
                                                                                                                                                                                                                                                                                                                                                                                                                                        7.026
                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.680

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.702
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7.708
                                                                              9.250
                                                                                          8.709
                                                                                                   7.543


                                                                                                                     7.616



                                                                                                                                 7.714
                                                                                                                                            7.910


                                                                                                                                                      8.500
                        EXISTING SURFACE LEVEL                                                                                                                                                                                                                                                                       EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                             9.315


                                                                                                                                                                                                                                                                                                                                                                        8.707
                                                                                                                                                                                                                                                                                                                                                                                   8.510
                                                                                                                                                                                                                                                                                                                                                                                            8.419


                                                                                                                                                                                                                                                                                                                                                                                                          8.166




                                                                                                                                                                                                                                                                                                                                                                                                                      8.027




                                                                                                                                                                                                                                                                                                                                                                                                                               7.891
                                                                                                                                                                                                                                                                                                                                                                                                                                        7.877
                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.680

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.705
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7.724
                                                                   9.021



                                                                              9.250
                                                                                          9.250
                                                                                                   8.957


                                                                                                                     8.878



                                                                                                                                 8.711
                                                                                                                                            8.130


                                                                                                                                                      8.500
                                                                                                                                                                8.540
                                                                                                                                                                                                                                                                                                                     CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                                                                                                   -0.716
                                                                                                                                                                                                                                                                                                                                                                                            -1.419


                                                                                                                                                                                                                                                                                                                                                                                                          -1.166




                                                                                                                                                                                                                                                                                                                                                                                                                      -1.027




                                                                                                                                                                                                                                                                                                                                                                                                                               -0.891
                                                                                                                                                                                                                                                                                                                                                                                                                                        -0.852



                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -0.003
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           -0.016
                        CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                                                                             0.061


                                                                                                                                                                                                                                                                                                                                                                        0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.000
                                                                                          -0.541
                                                                                                   -1.414


                                                                                                                     -1.262



                                                                                                                                 -0.997
                                                                                                                                            -0.220
                                                                   0.229



                                                                              0.000




                                                                                                                                                      0.000
                                                                                                                                                                0.000
                                                                                                                                                                                                                                                                                                                     CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                                                                            12.798




                                                                                                                                                                                                                                                                                                                                                                                                                               39.767


                                                                                                                                                                                                                                                                                                                                                                                                                                                 45.971



                                                                                                                                                                                                                                                                                                                                                                                                                                                                           51.038
                        CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                                                        6.783
                                                                                                   14.117




                                                                                                                                 27.909



                                                                                                                                                      36.297
                                                                                                                                                                39.034
                                                                              8.092




                                                                                                                                                                                                                                                                                                                                                                                   10




                                                                                                                                                                                                                                                                                                                                                                                                          20




                                                                                                                                                                                                                                                                                                                                                                                                                      30




                                                                                                                                                                                                                                                                                                                                                                                                                                        40



                                                                                                                                                                                                                                                                                                                                                                                                                                                                  50
                                                                                                                                                                                                                                                                                                                                                             0
                                                                                          10




                                                                                                                     20




                                                                                                                                            30
                                                                   0




                        A1 SCALE: H 1:500, V 1:250                                      LONGITUDINAL SECTION EW8                                                                                                                                                                                                     A1 SCALE: H 1:500, V 1:250                                          LONGITUDINAL SECTION EW9




                                                                                                                                                                                                                                                                                             VIP RL 7.756
                                                                                                                                                                                                                                  VIP RL 9


                                                                                                                                                                                                                                                VIP RL 6.874



                                                                                                                                                                                                                                                                     VIP RL 6.769
                                                                                                                                                                                   HORIZONTAL CURVE DATA


                                                                                                                                                                                   VERTICAL CURVE LENGTH (m)
                                                                                                                                                                                   VERTICAL CURVE RADIUS (m)

                                                                                                                                                                                   VERTICAL GEOMETRY GRADE (%)             -6.3%-35.6% -1.4%                                 16.3% -4.8%
                                                                                                                                                                                   VERTICAL GEOMETRY LENGTH (m)             2.44 5.97   7.29                                  6.04 4.51

                                                                                                                                                                                   DATUM RL = -4.500

                                                                                                                                                                                   FINISHED SURFACE LEVEL
                                                                                                                                                                                                                        9.153
                                                                                                                                                                                                                                 9.000


                                                                                                                                                                                                                                             6.874
                                                                                                                                                                                                                                                        6.851

                                                                                                                                                                                                                                                                  6.769

                                                                                                                                                                                                                                                                                    7.470
                                                                                                                                                                                                                                                                                             7.756
                                                                                                                                                                                                                                                                                                            7.540
                                                                                                                                                                                   EXISTING SURFACE LEVEL
                                                                                                                                                                                                                        9.250
                                                                                                                                                                                                                                 9.000


                                                                                                                                                                                                                                             8.464
                                                                                                                                                                                                                                                        8.348

                                                                                                                                                                                                                                                                  8.007

                                                                                                                                                                                                                                                                                    7.828
                                                                                                                                                                                                                                                                                             7.754
                                                                                                                                                                                                                                                                                                            7.539
                                                                                                                                                                                   CUT / FILL DEPTH
                                                                                                                                                                                                                        -0.096



                                                                                                                                                                                                                                             -1.590
                                                                                                                                                                                                                                                        -1.497

                                                                                                                                                                                                                                                                  -1.239

                                                                                                                                                                                                                                                                                    -0.358
                                                                                                                                                                                                                                 0.000




                                                                                                                                                                                                                                                                                             0.002
                                                                                                                                                                                                                                                                                                            0.001
                                                                                                                                                                                   CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                                  15.708



                                                                                                                                                                                                                                                                                             21.748
                                                                                                                                                                                                                                                                                                            26.261
                                                                                                                                                                                                                                 2.444


                                                                                                                                                                                                                                             8.417
                                                                                                                                                                                                                                                        10



                                                                                                                                                                                                                                                                                    20
                                                                                                                                                                                                                        0




                                                                                                                                                                                  A1 SCALE: H 1:500, V 1:250                                          LONGITUDINAL SECTION EW10




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

                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA CYC CAMPSITE
                                                                                                                                                                               CHRISTIAN YOUTH COUNCIL                                                                                                                                                                                                   TITLE:                                                                     STATUS:

                                                                                                                                                                                                                                                                                                                                                                                                         EARTHWORKS SECTIONS                                                        FOR APPROVAL
                                                                                                                                                                                                                                                                                    59 KABI ROAD, COOTHARABA                                                                                                                                                                        NOT FOR CONSTRUCTION
 © ABN 89 647 469 707
                                 02   06/09/22    ISSUED FOR APPROVAL                                               BRP         JAC                   JB
                                                                                                                                                                                                                                                                                                                                                      JARO BAULEKA                                       3 OF 3
   75 NOOSA DRIVE                                                                                                                                                                                                                                                                                                                                      RPEQ: 20693
                                 01   2/09/2022   ISSUED FOR APPROVAL                                               BRP         MVP                   JB              SCALE:
NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                                                                                    CPEng
    +61 7 5211 1003             REV    DATE               DESCRIPTION                                          DWN              CHK                  APP
                                                                                                                                                                                          AS INDICATED                                                                                                                                                DATE: 06/09/2022
                                                                                                                                                                                                                                                                                                                                                                                                         DRAWING NUMBER:                                                            PROJECT NUMBER:   SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SIZE:
RECORCONSULTING.COM                                             REVISIONS
                                                                                                                                                                                        DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                         023                                                                        20220146          A1 02
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