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Plans for Approval

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                                                                                                                   LEGEND                                                                                                                                                                                                                                                                                      #33
                                                                                                                                                                                                                                                                                                            B                                                                                               4RP809059
                                                                                                                                               EXISTING CONTOURS : 1.0m INTERVALS
                                                                                                                               88              FINISHED CONTOURS : 1.0m INTERVALS                                                                                                                          C100
                                                                                                                                               FINISHED CONTOURS : 0.1m INTERVALS
                                                                                                                                               EXISTING KERB & CHANNEL
                                                                                                                                               EXISTING EDGE OF BITUMEN                                                                                                                                                                                                                                                                                                                                                                                                             207.481
                                                                                                                                               EXISTING DRAINAGE                                                                                                                                                                                                   86.50                                                                       86.70
                                                                                                                                               EXISTING SEWER
                                                                                                                                               EXISTING WATER                                               REMOVE REDUNDANT FARM DAM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                               EXISTING TELCO                                               WALL TO SUPPLY COMPENSATORY                                                                                                                                                                                                                                                                                                                                                                          87.67                                                                     88.44                              88.92




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                               EXISTING ELECTRICITY (OVERHEAD)                              FLOOD PLAIN CUT VOLUME (145m³)
                                                                                                                                               PROPOSED KERB & CHANNEL
                                                                                                                                               PROPOSED DRAINAGE                                                                                                                85




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                                                                                                                                                                                                                                                                     84




                                                                                                                                                                                                                                                                                                                                                     86




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        88
                                                                                                                                S              PROPOSED SEWER                                                                                                                                                                                                                                                                                                                                                                                                                       200




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                               W               PROPOSED WATER
                                                                                                                                E              PROPOSED ELECTRICAL
                                                                                                                            86.50              PROPOSED EARTHWORKS LEVEL




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                                                                                                                                               PROPOSED ROAD PAVEMENT




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                                                                                                                                               PROPOSED CONCRETE PATHWAY
                                                                                                                                               PROPOSED CONCRETE DRIVEWAY
                                                                                                                                               INTERIM MULCH BUND (300mm HIGH)




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                               EXCESS TOPSOIL FILL AREAS (REFER DRG C100)




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                190
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                                                                                                                      DRIVEWAY SETOUT                                        TURNINGHEADSETOUT




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                                                                                                                     PT         EASTING       NORTHING        LEVEL             PT    EASTING      NORTHING      LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2 NO. D4-5 OBSTRUCTION MARKER SIGNS
                                                                                                                     01        485782.752     7084724.865     85.020            20   485807.361    7084717.107   86.969                                                                   600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                     02        485779.785     7084725.303     85.020            21   485807.940    7084721.015   86.930




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                     03        485784.405     7084720.988     86.170            22   485814.147    7084720.095   87.038
                                                                                                                     04        485782.896     7084718.395     86.200            23   485817.859    7084721.026   87.124                                                                                                                                                                                                                                                                                                                                                         183
                                                                                                                     05        485779.249     7084716.445     86.500            24   485819.826    7084724.308   87.195                                                                                                                                                                                                                                                                                           25              26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S                 S                   S
                                                                                                                     06        485784.368     7084715.687     86.500            25   485821.325    7084734.430   87.265                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       88.59




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .435
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 87.55                                                                     88.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TC160.034




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CT128.312
                                                                                                                     07        485787.232     7084717.284     86.307            26   485826.716    7084733.632   87.265                                                                                                                                                                        2.0m WIDE CONCRETE PATHWAY                                                                                                         27
                                                                                                                                                                                                                                                                                                   REFER DRG C300




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                     08        485785.652     7084720.551     86.212            27   485826.283    7084730.706   87.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TC12
                                                                                                                                                                                                                                                                                                        FOR                                                                                    AS PER IPWEAQ STD DRG RS-065
                                                                                                                     09        485795.029     7084719.162     86.512            28   485826.490    7084726.507   87.209
                                                                                                                                                                                                                                                                                                    BASIN DETAILS                                                                                                                                                                                                                                                                                   CT177.313




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  140




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              130
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                                                                                                                     10        485794.589     7084716.194     86.542            29   485828.288    7084722.707   87.181




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1m
                                                                                                                     11        485799.050     7084719.480     86.641            30   485831.404    7084719.884   87.160
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                                                                                   86.50                                                                       86.70                                                                                   28                                                                                    A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                     12        485799.951     7084716.619     86.671            31   485835.363    7084718.468   87.139                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R



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                                                                                                                     13        485802.577     7084720.590     86.758            32   485837.540    7084712.636   87.127                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REFER DRG C201 FOR CONTINUATION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ID                                                     W                W                  W           W             W                W             W                            W




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                                                                                                                                                                                                                                                                                                                                                                                                                                                           A                                                                                                              EN
                                                                                                                                     RADIUS




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                                                                                                                                                                                                                                                                                                                                          5                                                                                                                                                                                                               R1                   IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6                      G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .92
                                                                                                                                                                                                                                                                                                                                          A




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                                                                                                                          LE




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                                                                                                                           VE




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                                                                                                                              L




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                                                                                                                                                                                                                                                                                                                                                                                                                                13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   90
                                                                                                                        SETOUT                                                                                                                                                                                  02                 01




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                                                                                                                                                                                                                                                                                                                                                                                                                                                           21                       22




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                                                                                                                                                                                                                                                                                                                                                                                                              11                                                       87
                                                                                                                                    K&C TYPE M1




                                                                                                                                                                                                                                                                                                                                                                                                                                          CJ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               89
                                                                                                                                                                                                                                                                                                                                           03 08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            88
                                                                                                                                                                                                                                                                                                                                                                                              09                                                           20                                                                                                                                                                32




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                                                                                                                                                                                                                                                                                                                                                                                                                                CJ
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                               KERB DETAIL




                                                                                                                                                                                                                                                                                                                                                                                                                  CJ
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                                                                                                                                                                                                                                                                                                                                                              SC




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                    NOT TO SCALE                                                                                                                                                                                                         07                         S                   S                  S              S                S                    S                           S                 S                  S                        S                             S                    S            S                  S           S             S                S                     S                        S
                                                                                                                                                                                                                                                                                                                                                                                                                           12                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                     04                                     W             W                   W                  W             W                  W                 W                W                  W                   W                     W                        W                        W                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                          E                    E                   E            E             10 E                     E              E                E                    E                  E                    E                  E                  E                     E                             E                   E             E                E            E             E               E             E                                E




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                                                                                                                                                                                                                                                                                                                     05                        06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                                                                               PROVIDE KERB RAMPS EITHER SIDE                                                                                                                                                                                                                                                   KERB ADAPTERS
                                                                                                                                                                                                                                                          INSTALL TYPE 1 LOCKING RAIL AT TOP OF                                                                                                                                                                                                                                                  A                            2.0m WIDE CONCRETE PATHWAY                                                                          A
                                                                                                                                                                                                                                                                                                                                                                                                               OF TURNING HEAD IN ACCORDANCE                                                                                                                                                                                                                                                    AS PER IPWEAQ




                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                          RAMP AS PER IPWEAQ STD DRG GS-043                                                                                                                                                                                                                                                                                   AS PER IPWEAQ STD DRG RS-065
                                                                                                                                                                                                                                                                                                                                                                                                               WITH NSC STD DRG NSD-9906E                                                                                                                                                                                                                                                       STD DRG RS-081 (TYP)


                                                                                                                                                                                                                                 86.70                                                                                                                                                                                                                         87.35                                87.50                                                                                                   87.70                               87.76                                                            89.23                                              89.79




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                                                                                                                                                                                                                                                                      PROVIDE 3m WIDE PROPERTY ACCESS TO LOT 10                                                                         4m WIDE RESIDENTIAL DRIVEWAY CROSSOVERS                                                                                             4m RESIDENTIAL DRIVEWAY AS PER
                                                                                                                                                                                                                                                                                                                                                                                        AS PER IPWEAQ STD DRGS RS-049 & RS-050                                                                                              IPWEAQ STD DRGS RS-049 & RS-050




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                                                                                                                                                    C100                                                                                             10                                                                                                                                                                               5                                                                                                          4                                                                                                                                3
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   89




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                                                                                                                                                                                                                                 86.70                                                                                                                                                                                                                         87.35                                87.77                                                                                                   87.97                               88.03                                                            89.50                                              90.06
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg




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                                                                                                                 DIRECT RUNOFF FROM SWALE AWAY
                                                                                                                 FROM THE PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                           OVERLAND FLOW SWALE
                                                                                                                                                                                                                                                                                                                                     S


                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                              C100                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                              #19
                                                                                                                                                                                                                                                                                           S                                                                                                                4RP35077
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REFER DRG NO C001 FOR PROJECT NOTES

                                                                                                             COPYRIGHT ©                                                                                                        Associated Consultants             Client                                                                                                                                                  Drawn                           Verified                                Project                                                                                                                                    Drawing Title                                                                                                Scale                                 Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                           JF                              DR
                                                                                                             This drawing is subject to
                                                                                                             copyright in accordance with
                                                                                                                                                                                                                                SURVEYORS & PLANNERS               JNE DEVELOPMENTS P/L                                                                                                                                                                                                            25 PAVILION ST, POMONA                                                                                                                     ROADWORKS AND DRAINAGE PLAN                                                                                              1: 200                      A1
                                                                                                             the agreement between TOD                                                                                          LAND SURVEYING DYNAMICS (LSD)                                                                                                                                                              Designed                        Verified
                                                                                                             Consulting Pty Ltd (tc) and tc's
                                                                                                                                                                                                                                p 0412 666 516
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