1856-S01_S18

                                                                                                                                                                                                    MAINTENANCE HOLE / SHAFT NAME LOT 13 HCB                                                                                                                2/3               LOT 14 HCB                                                                                       2/2

                                                                                                                                                                                                    MH / MS COVER TYPE                                                                                                                                      D                                                                                                                  D

                                                                                                                                                                                                    MH / MS TYPE                                  CONDUIT                                                                                  MS (600Ø)                         CONDUIT                                                                    MH (1050Ø)

                                                                                                                                                                                                    DS MH / MS DROP TYPE                                                                                                                                    V                                                                                                                  V




                                                                                                                                                                                                                                                                                                                                                                    LINE 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LINE 2
                                                                                                                                                                                                    LINE DEFLECTION & BRANCHES
                                                                                                                                                                                                    PROPERTY CONNECTION TYPE                              A                                                                                                                        A




                                                                                                                                                                                                                                                                                                                                                                                                                           FINISHED SURFACE
                                                                                                                                                                                                                                                                                                FINISHED SURFACE
                                                                                                                                                                                                                                                                                                                                                          EXISTING SURFACE                                                                                                    EXISTING SURFACE




                                                                                                                                                                                                                                                                         NEW DN100 WM 150mm IL 3.67




                                                                                                                                                                                                                                                                                                                                                                                                                           NEW DN100 WM 150mm IL 3.40
                                                                                                                                                                                                                                                                                                       NEW DN525mm IL 2.94 (SYM 2)




                                                                                                                                                                                                                                                                                                                                                                                                  NEW ELECTRICAL IL 3.71
                                                                                                                                                                                                                                                                                                                                     NEW ROAD B IL 4.53




                                                                                                                                                                                                                                                                                                                                                                                                                                                         NEW ROAD B IL 4.52
                                                                                                                                                                                                    DATUM RL                                                     -12.000                                                                                                                  -12.000
                                                                                                                                                                                                    PROPERTY DESCRIPTION                                                                      NEW ROAD B                                                                                                            NEW ROAD B


                                                                                                                                                                                                    PIPE SIZE (mm), CLASS                                                DN150 uPVC SN8                                                                                                       DN150 uPVC SN8


                                                                                                                                                                                                    GRADE (1 IN X)                                                                                     107.37                                                                                                                              4.36

                                                                                                                                                                                                    LENGTH                                                                                             16.106                                                                                                                      3.920

                                                                                                                                                                                                    EMBEDMENT TYPE                                                                                     TYPE 3                                                                                                                             TYPE 3


                                                                                                                                                                                                    FINISHED (& EXISTING)




                                                                                                                                                                                                                                                          (3.341)




                                                                                                                                                                                                                                                                                                                                                            (4.057)




                                                                                                                                                                                                                                                                                                                                                                                   (3.506)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (4.122)
                                                                                                                                                                                                                                                          4.620




                                                                                                                                                                                                                                                                                                                                                            4.613




                                                                                                                                                                                                                                                                                                                                                                                   4.601




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.638
                                                                                                                                                                                                    SURFACE LEVEL




                                                                                                                                                                                                                                                                 2.030




                                                                                                                                                                                                                                                                                                                                                            2.293
                                                                                                                                                                                                                                                                                                                                                            2.533




                                                                                                                                                                                                                                                                                                                                                                                          1.851




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.438
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.708
                                                                                                                                                                                                    DEPTH OF INVERT BELOW FSL




                                                                                                                                                                                                                                                                 2.590




                                                                                                                                                                                                                                                                                                                                                           2.320
                                                                                                                                                                                                                                                                                                                                                           2.080




                                                                                                                                                                                                                                                                                                                                                                                          2.750




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.930
                                                                                                                                                                                                    INVERT LEVEL




                                                                                                                                                                                                                                                                         2.548

                                                                                                                                                                                                                                                                                                       2.459
                                                                                                                                                                                                                                                                                                                                     2.432




                                                                                                                                                                                                                                                                                                                                                                                                  2.709
                                                                                                                                                                                                                                                                                                                                                                                                                           2.688
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.436
                                                                0     1.25         2.5          3.75            5.0          6.25m




                                                                                                                                                                                                                                                                                                                                                           21.177




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              18.692
                                                                                                                                                                                                    CHAINAGE




                                                                                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                                                                                                                                                  0.000
                                                                                                                                                                                                                                                                                                       10.315
                                                                                                                                                                                                                                                                                                                                     12.288




                                                                                                                                                                                                                                                                                                                                                                                                                                                         10.587
                                                                                                                                                                                                                                                                         3.644




                                                                                                                                                                                                                                                                                                                                                                                                  1.828
                                                                                                                                                                                                                                                                                                                                                                                                                           2.506
                               HORZ SCALE: 1 : 125                                 SCALE 1:125 A3
                                                                0     .25           .5        .75               1.0          1.25m
                                                                                                                                                                                                    LINE                                                                                              LINE 8                                                                                           LINE 9
                               VERT SCALE:    1 : 25
                                                                                   SCALE 1:25 A3
                                                                                                                                                                                                                                                                                                                                                           PROJECT:                                                                                                                                  JOB NUMBER
REV DATE DESCRIPTION                    BY     CHKD DRAWN
                                                        I GDETAL
                                                               IS                                                      SCALE                                                APPROVED                                                                                                                                                                      PROPOSED SUBDIVISION                                                                                                                            1856
 A   18-03-20   FOR APPROVAL             MM      CL                                                                                                                                                                                                                                                                                                       AT NOOSA CIVIC, WALTER HAY DRIVE
                                                       DATUM                 AHD                                                                                                                                                                                                                                                                                                                                                                                                                 SHEET:   16   OF   20
                                                                                                                                                                                                                                                                                                                                                          FOR STOCKWELL PTY LTD
                                                       DESIGN                MM
                                                                                                                 AS SHOWN                                                  .................                                                                                                                                                                                                                                                                                                     DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                                           DRAWING TITLE:
                                                       DRAWN                 MM                                                                                        Director: CAMERON LANDRETH
                                                       DESIGN CHECK                                                                                                          (RPEQ 19358)                      p 07 5443 8285                                                                                                                              SEWER LONGITUDINAL SECTION                                                                                                                 S16                A
                                                                             CL
                                                                                                                                                                                                               e [email protected] w www.barlowshelley.com.au
                                                       DATE                 18-03-20
                                                                                         This drawing is not to be copied or amended without written permission from
                                                                                         Barlow Shelley Consulting Engineers                                                                                   a PO Box 899, Maroochydore,4558 ABN 89 215 591 077                                                                                          SHEET 5 OF 5