Attachment 2B - Civil Engineering Plans1856-R01_R20_J · RAL18/0023

                                                                                                                                                                                                                                                                       ROAD A




                                                                                                                                                                                                                                                                  PROPOSED GRADE LINE


                                                                                                                                                                                                                                                                                             NATURAL SURFACE




                                                                                                                                                                                                                              CREST CH. 23.401 RL.7.779




                                                                                                                                                                                                                                                                                                                                          IP CH. 86.011 RL.8.109
                                                                                                                                                                                                                                                                                                        IP CH. 73.835 RL.8.007
                                                                                                                                                                                                                              IP CH. 23.401 RL.7.779



                                                                                                                                                                                                                             IP CH. 30.978 RL.7.741
                                                                                                                                                                                                                            IP CH. 24.992 RL.7.685
                                                                                                                                                                                                                            IP CH. 29.464 RL.7.685
                                                                                                                                                                                           IP CH. 12.803 RL.7.510
                                                                                                                                                                                           IP CH. 13.212 RL.7.510
                                                                                                                                                                                         IP CH. 12.582 RL.7.381
                                                                                                                                                                                        IP CH. 10.475 RL.7.344
                                                                                                              Horiz Curve Data                                                                                                                                                                        R-120m




                                                                                                                                                                               2.857%

                                                                                                                                                                                            1.756%

                                                                                                                                                                                                             2.638%



                                                                                                                                                                                                                                3.685%
                                                                                                                                                                                                                                -5.89%




                                                                                                                                                                                                                                                                                                                                 0.838%



                                                                                                                                                                                                                                                                                                                                                                   1.758%
                                                                                                                                                                                                                                  0%
                                                                                                             Vertical Geometry Grade (%)                                                                                                                                0.621%


                                                                                                             Vertical Curve Length (m)
                                                                                                             Vertical Curve Radius (m)
                                                                                                              DATUM R.L.0.000
                                                                                                                                                    CUT
                                                                                                              VOLUMES
                                                                                                                                                    FILL

                                                                                                              NATURAL SURFACE
                                                                                                                                                                       7.188




                                                                                                                                                                                                                    7.703




                                                                                                                                                                                                                                                          8.211




                                                                                                                                                                                                                                                                                 8.549

                                                                                                                                                                                                                                                                                             8.521




                                                                                                                                                                                                                                                                                                                                 8.351
                                                                                                                                                                                                                                                                                                                                 8.337




                                                                                                                                                                                                                                                                                                                                                                            7.982
                                                                                                                                                                                                                                                                                                                                                                            -0.338
                                                                                                              CUT / FILL DEPTH
                                                                                                                                                                       0.143




                                                                                                                                                                                                                    0.014




                                                                                                                                                                                                                                                          0.414




                                                                                                                                                                                                                                                                                 0.628

                                                                                                                                                                                                                                                                                             0.559




                                                                                                                                                                                                                                                                                                                                 0.293
                                                                                                                                                                                                                                                                                                                                 0.269
                                                                                                              DESIGN LEVELS ON
                                                                                                                                                                       7.045




                                                                                                                                                                                                                    7.689




                                                                                                                                                                                                                                                          7.797




                                                                                                                                                                                                                                                                                 7.921

                                                                                                                                                                                                                                                                                             7.962




                                                                                                                                                                                                                                                                                                                                 8.059
                                                                                                                                                                                                                                                                                                                                 8.068




                                                                                                                                                                                                                                                                                                                                                                            8.320
                                                                                                              ROAD CENTRELINE



                                                                                                                                                                                                                                                                                             66.624




                                                                                                                                                                                                                                                                                                                                 81.119




                                                                                                                                                                                                                                                                                                                                                                            98.012
                                                                                                              CHAINAGE
                                                                                                                                                                                                                    20




                                                                                                                                                                                                                                                          40




                                                                                                                                                                                                                                                                                 60




                                                                                                                                                                                                                                                                                                                                 80
                                                                                                                                                                       0




                                                                                                                                                                                                                       LONGITUDINAL SECTION ROAD A




                                                                                                                                                                                                                                                                                                                                                                                     PROJECT:                              JOB NUMBER
REV DATE DESCRIPTION                                BY   CHKD DRAWN
                                                                  I GDETAL
                                                                         IS                                            SCALE                                                               APPROVED                                                                                                                                                                                  PROPOSED SUBDIVISION                       1856
 J    2-12-19     REVISED FOR COUNCIL RFI           MM    CL                                                       SCALE 1:1000 (Horiz.) A3                                                                                                                                                                                                                                          AT WALTER HAY DRIVE, NOOSAVILLE
                                                               DATUM           AHD                                                                                                                                                                                                                                                                                                                                     SHEET:        OF
 B
 C
      16-07-19
      13-08-19
                  REVISED FOR INFORMATION REQUEST
                  REVISED DRIVEWAYS & PATHWAYS
                                                    MM
                                                    JP
                                                          CL
                                                          CL   DESIGN          MM
                                                                                          0              10           20          30                   40              50m
                                                                                                                                                                                        .................                                                                                                                                                                            FOR STOCKWELL PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                11        23


 D    28-08-19    REVISED ADDED LINK ROAD           MM    CL                                                                                                                   Director: CAMERON LANDRETH                                                                                                                                                                            DRAWING TITLE:                    DRAWING NUMBER      REV
                                                               DRAWN           MM
 E    17-09-19    REVISED FOR COUNCIL RFI           MM    CL                                                                                                                             (RPEQ 19358)
 F    25-09-19    FINAL RFI                         CL    CL   DESIGN CHECK     CL
                                                                                          0              1            2            3                   4               5m                                                                                                                p 07 5443 8285                                                                              ROAD A LONGITUDINAL SECTION            R10                J
                                                                                                                   SCALE 1:100 (Vert.) A3                                      DRAWING STATUS                                                                                            e [email protected] w www.barlowshelley.com.au
 G    1/11/19     REVISED FOR COUNCIL RFI           MM    CL                             This drawing is not to be copied or amended without written permission from
                                                               DATE           21-02-19                                                                                                       FOR APPROVAL                                                                                a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
 H   13-11-2019   REVISED EARTHWORKS AREA           MM    CL                             Barlow Shelley Consulting Engineers