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16-003302-4312

From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.

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14/L
                                                                                                                                                                                                                                                                             N 1075.850                                     99.344                       1.511                                            99.867                                                                                                                                                                                   WITH 600x900 TYPE 1 'V' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                             2.12
                                                                                                                                                                                                                                                                                                                                                                                                                                             1.24




                                                                                                                                                                                                                                                                                                                                                                            1.281
                                                                                                                                                                                                                                                                                                                                                                                             0.790
                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.50%




                                                                                                                                                                                                                                                                                                                                                                                                           99.761
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        900 (2)




                                                                                                                                                                                                                                                           18.755
                                                                                                                                                                                                                                                                                                                                                                                                                                                         200.00




                                                                                                                                                                                                                                                         347.512              E 732.767            100.288                  99.250                       1.038                                             99.761                                                                                                                                                                                  900Ø PRECAST HEADWALL                15/L
                                                                                                                                                                                                                                                                             N 1093.878                                     99.250                       1.038                                             99.761

                                                                                                                                                                                                                                                              0.000           E 668.230            102.010                                                                                               101.174                                                                                                                                                                                   STD FIELD INLET                       1/N




                                                                                                                                                     PALM LAKE WORKS PTY LTD
                                                                                                                                                                                                                                                                             N 1120.365                                    100.999                       1.011                                           101.130                                                                                                                          SEWER LINE 17 150 DIA. R.L. 100.06                       600x900 TYPE 1 'V' GRATE

                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                           87.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       225




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                             0.63




                                                                                                                                                                                                                                                                                                                                                                            0.075
                                                                                                                                                                                                                                                                                                                                                                                             0.025
                                                                                                                                                                                                                                                                                                                                                                                                                                                         35.63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (PVC)

                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.81%




                                                                                                                                                                                                                                                                                                                                                                                                         100.761
                                                                                                                                                                                                                                                           13.500


                                                                                                                                                                                                                                                          13.500              E 668.340            101.902                 100.620                       1.282                                           100.771                                                                                                                                                                                                                        11/L
                                                                                                                                                                                                                                                                             N 1106.866                                    100.095                       1.807                                           100.601

                                                                                                                                                                                                                                                         -25.379              E 466.179            104.631                                                                                               103.734                                                                                                                                                                                   STD FIELD INLET                       1/P



                 C 2015
                                                                                                                                                                                                                                                                             N 1064.708                                    103.381                       1.250                                           103.706                                                                                                                             WATER 100mm DIA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   600x900 TYPE 1 'V' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                           90.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       300




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.20
                                                                                                                                                                                                                                                                                                                                                                                                                                             0.41




                                                                                                                                                                                                                                                                                                                                                                            0.097
                                                                                                                                                                                                                                                                                                                                                                                             0.029
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (PVC)

                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.00%




                                                                                                                                                                                                                                                           26.752
                                                                                                                                                                                                                                                                                                                                                                                                                                                         100.00




                                                                                                                                                                                                                                                                                                                                                                                                         103.682
                                                                                                                                                                                                                                                              1.373           E 465.960            104.400                 103.113                       1.286                                           103.683                                                                                                                                                                                   STD FIELD INLET                       2/P
                                                                                                                                                                                                                                                                             N 1091.459                                    103.093                       1.306                                           103.554                                                                                                                                                                                   600x900 TYPE 1 'V' GRATE
                                                                                                                                                                                                                                                  P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       300




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.37
                                                                                                                                                                                                                                                                                                                                                                                                                                             1.37




                                                                                                                                                                                                                                                                                                                                                                            0.097
                                                                                                                                                                                                                                                                                                                                                                                             0.097
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (PVC)

                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.00%




                                                                                                                                                                                                                                                                                                                                                                                                         103.431
                                                                                                                                                                                                                                                           12.216
                                                                                                                                                                                                                                                                                                                                                                                                                                                         100.00




                                                                                                                                                                                                                                                          13.590              E 465.860            104.301                 102.971                       1.330                                           103.444                                                                                                                                        ELECTRICAL                                 STD FIELD INLET                       3/P
                                                                                                                                                                                                                                                                             N 1103.675                                    102.951                       1.350                                           103.266                                                                                                                                                                                   600x900 TYPE 1 'V' GRATE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                       300




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.45
                                                                                                                                                                                                                                                                                                                                                                                                                                             1.45




                                                                                                                                                                                                                                                                                                                                                                            0.097
                                                                                                                                                                                                                                                                                                                                                                                             0.103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (PVC)

                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.00%




                                                                                                                                                                                                                                                                                                                                                                                                         103.138
                                                                                                                                                                                                                                                           11.340
                                                                                                                                                                                                                                                                                                                                                                                                                                                         100.00




                                                                                                                                                                                                                                                          24.930              E 476.218            104.086                 102.838                       1.248                                           102.979                                                                                                                                                                                                                          3/L
                                                                                                                                                                                                                                                                             N 1108.292                                    102.613                       1.473                                           102.948


                                                                                                                                                                                                                                                              0.000           E 669.133            101.502                                                                                               100.992                                                                                                                                                                                   CUSTOM SPLITTER MANHOLE         9/H LOW
                                                                                                                                                                                                                                                                             N 1009.556                                    100.236                       1.266                                           100.641                                                                                                                                                                                   900x900 FLUSH GRATE              FLOW
                                                                                                                                                                                         PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       91 L/s SURCHARGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFER DETAIL ON DRG 4315
                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                           87.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER NOTE 4 ASIDE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       525




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.60
                                                                                                                                                                                                                                                                                                                                                                                                                                             1.34




                                                                                                                                                                                                                                                  HA
                                                                                                                                                                                                                                                                                                                                                                            0.305
                                                                                                                                                                                                                                                                                                                                                                                             0.289
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (PVC)

                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.50%




                                                                                                                                                                                                                                                           22.494
                                                                                                                                                                                                                                                                                                                                                                                                                                                         199.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DURING A Q100 EVENT.




                                                                                                                                                                                                                                                                                                                                                                                                         100.487
                                                                                                                                                                                                                                                          22.494              E 669.856            101.652                 100.123                       1.529                                           100.487                                                                                                                                                                                   EXISTING PIPE STUB                  1/HA
                                                                                                                                                                                                                                                                              N 987.074                                    100.123                       1.529                                           100.487
                                                                                                                 STAGE 3
                                                                                                           PALM LAKE RESORT

                                                                                                     19 TRADING POST ROAD - COOROY


             CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
             ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STUB AS PROVIDED AS PART OF




                                                                                  PROJECT No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                JOIN NEATLY INTO EXISTING 525Ø




                                                                                                                                                                                         DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STAGE 1A WORKS AND MAKE GOOD




                                                      16-003302
                                                                                  DRAWING No.
                                                                                                           SHEET 2 OF 2

                                                      4312
                                                                                                      STORMWATER DRAINAGE
                                                                                                      LONGITUDINAL SECTIONS


                                                      A
                                                                                  REVISION
                                                                                                                                                                                                         N.S.C. REF NO. MCU15/0111 & REC15/0031
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