Civil Plans_19660_20260213_OPW_[A-B]

                                                                                                    LEGEND
                                                                                                               156              EXISTING CONTOUR (0.5m INTERVAL)

                                                                                                                                EXISTING EDGE OF BITUMEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6.000
                                                                                                                                EXISTING KERB & CHANNEL

                                                                                                                                EXISTING TOP OF BANK

                                                                                                                                EXISTING 'V' DRAIN INVERT                                                                                                                                                                                                                                                                                                          83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       84
                                                                                                              D                 EXISTING STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5.000
                                                                                                             EO                 EXISTING ELECTRICAL OVERHEAD                                                                                                                                                                                                                                                                                                  82                                            117
                                                                                                                                                                                                                                                                                                                                RURAL FENCE                                                                                                                                   85
                                                                                                              T                 EXISTING TELCO (RECORDS)                                                                                                                                                                        • 1.2m HIGH
                                                                                                                                                                                                                                                                                                                                • 3 STRAND PLAIN WIRE (NO BARBED)                                                                                             117
                                                                                                              S                 EXISTING SEWER (RECORDS)                                                                                                                                                                        • BOTTOM STRAND NO LESS THAN 300mm OFF THE GROUND
                                                                                                                                                                                                                                                                                                                                • INCLUDES THE FOLLOWING SIGNAGE
                                                                                                              W                 EXISTING WATER (RECORDS)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R7.
                                                                                                                                                                                                                                                                                                                                    VEGETATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                PROPOSED LOT BOUNDARY                                                                                                                                                                                                                                                                                                                             86                                                                                           EXISTING DWELLING
                                                                                                                                                                                                                                                                                                                                    PROTECTION                                                                                                     81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.000
                                                                                                                                PROPOSED ASPHALT PAVEMENT                                                                                                                                                                             AREA     ALUMINIUM (225 x 300)
                                                                                                                                                                                                                                                                                                                                    NO DOMESTIC ANIMALS                                                                                                                                                87
                                                                                                                                PROPOSED CONCRETE DRIVEWAY                                                                                                                                                               B                               FIXED TO FENCE AT 15m NOM. CRS.                                                                                                                     88




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.000
                                                                                                                                PROPOSED GRAVEL DRIVEWAY                                                                                                                                                                                                                                                                                                                                             90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        91                                  89
                                                                                                                                PROPOSED GRAVEL FIRE TRAIL                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R7.
                                                                                                               156              PROPOSED CONTOUR (0.5m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                        80
                                                                                                                                PROPOSED EDGE OF BITUMEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                        92                                                                                                                                                                                                 7
                                                                                                                                PROPOSED GROUTED ROCK RETAINING WALL

                                                                                                                                PROPOSED KERB & CHANNEL

                                                                                                                                PROPOSED TOP OF BANK                                                                                                                                                                                                                                                                         79
                                                                                                                                                                                                                                                                                                                                                                                                                                              93                                                             117
                                                                                                                                PROPOSED TOE OF BANK

                                                                                                                                PROPOSED 'V' DRAIN INVERT                                                                                                                                                                                                                                                                         117

                                                                                                                                PROPOSED WIRE FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                PROHIBITED DRIVEWAY LOCATION                                                                                                                                                                                                                                                                                                                                                                                            8                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                        R9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.5m WIDE 150mm THICK TYPE 2.5 GRAVEL FIRE
                                                                                                                                PROPOSED KERB ADAPTOR / PIT CONNECTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                         .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                   94                                                              TRAIL ACCESS IN ACCORDANCE WITH QFES FIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HYDRANT AND VEHICLE ACCESS GUIDELINES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                PROPOSED STORMWATER DRAINAGE                                                                                                                                                                                                                                                     78




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    116                                                                                                                           10                        12
                                                                                                                  R             PROPOSED ROOFWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                      116
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  95                                                                                                                                                  09
                                                                                                                                PROPOSED WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                  W                                                                                                                                                                                                                                                                                                                                                 64                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       96                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REFER DRAWING C200 FOR CONTINUATION
                                                                                                                  S             PROPOSED SEWER                                                                                                                                                                                                                                                                                      65
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  63                                                    97   98
                                                                                                                                PROPOSED ELECTRICAL (INDICATIVE ONLY TBC)                                                                                                                                                                                                                                                                    0.0
                                                                                                                  E                                                                                                                                                                                                                                                                                                                     R1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        62                                      08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                PROPOSED TRAFFIC SIGN                                                                                                                                                                                                                                                                                                                                                                       115
                                                                                                                                                                                                                                                                                                                                                                                                           115
                                                                                                                                PROPOSED GUIDE POST
                                                                                                                                                                                                                                                                                                                                                                                                77                                                                                                                                                                                                                                                                 114
                                                                                                                                                                                                                                                                                                                                                                                                                 66                                                                                                                                                                                                                  07




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.0
                                                                                                                                CONFIRM LOCATION ON SITE AS PER MUTCD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               05




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                                114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                25
                                                                                                                                                                                                                                                                                                                                                                                                                                              6.0m WIDE 150mm THICK TYPE 2.5 GRAVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                              FIRE TRAIL IN ACCORDANCE WITH QFES FIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                              HYDRANT AND VEHICLE ACCESS GUIDELINES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  113
                                                                                                                                                                                                                                                                                                                                                                                     113
                                                                                                                                                                                                                                                                                                                                                                                           67


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              112




                                                                                                                                                                                                                                                                                                                                                                                                     R7.
                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                           112               68

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                                                                                                                                                                                                                                  69
                                                                                                                                                                                                                                                                                                                                                                                                                        70




                                                                                                                                                                                                                                                                                                                                                                                                                              4.000
                                                                                                                                                                                                                                                                                                                                                                                                             72
                                                                                                                                                                                                                                                                                                                                                                                     73                                71
                                                                                                                                                                                                                                                                                                                                                                 111                        0
                                                                                                                                                                                                                                                                                                                                                                                       R7.
                                                                                                                                                                                                                                                                                                                                                                                                                             2.000

                                                                                                                                                                                                                                                                                                                                                                      74
                                                                                                                                                                                                                                                                                                                                                                                      LOT 9                                                                                                                                                                                                                 LOT 6
                                                                                                                                                                                                                                                                                                                                                                                      600 x 600 PIT                                                                                                                                                                                                         600 x 600 PIT
                                                                                                                                                                                                                                                                                                                                                        76                            SL 109.43                                                                                                                                                                                                             SL 108.95




                                                                                                                                                                                                                                                                                                                                                                           5.000
                                                                                                                                                                                                                                                                                                                                                                 75                   IL 108.73                                                                                                                                                                                                             IL 108.20
                                                                                                                                                                                                                                                                                                                                                                                                                                   S                     S                    S                        S               S                     S                   S             S                      S                     S                     S                 S
                                                                                                                                                                                                                                                                                                                                                         6.000                                                                 R                    R                    R                       R                 R                    R                    R             R                      R                     R                              R                    R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Ø150 uPVC
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg




                                                                                                                                                                                                                                                                                                                                                       21                                                                                                                                                                                                                                       22
                                                                                                                                                                                                                                                                                                                                                    SP285519                                                                                                                                                                                                                                 SP285519




                                                                                                                                                                                                                                                                                        0         4      8        12 m
                                                                                                                                                                                                                                                                          SCALE 1:250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER DRG NO C002 FOR PROJECT NOTES

                                                                                           COPYRIGHT ©                                                                              Associated Consultants                   Client                                                                      Drawn           Verified                     Project                                                                                                                          Drawing Title                                                                                                                        Scale                                       Sheet Size
                                                                                                                                                                                    SURVEYOR                                                                                                             KL              DR
                                                                                           This drawing is subject to
                                                                                           copyright in accordance with                                                             Brian Naismith Development Consultant
                                                                                                                                                                                                                             SURVEYOR PTY LTD                                                                                                         30 POTTERY STREET, POMONA                                                                                                        ROADWORKS AND DRAINAGE PLAN                                                                                                                    1 : 250                             A1
                                                                                           the agreement between TOD                                                                                                                                                                                     Designed        Verified
                                                                                           Consulting Pty Ltd (tc) and tc's                                                         T: 0477 925 871 E: [email protected]                                                                         KL              DR                           PROPOSED RESIDENTIAL SUBDIVISION                                                                                                 SHEET 2 OF 2                                                                                                                         Drawing Number
                                                                                           client. This drawing shall only
                                                                                           be used for this specific project.                                                                                                                                                                            Approved        RPEQ No                      RP DESCRIPTION               LOT 496 MCH 591                                                                                                                                                                                                                                         19660-C201
                                                                                           This drawing shall not be used                                                                                                                       Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   D REYNOLDS      9072                         LOCAL AUTHORITY              NOOSA COUNCIL
                                                                                                                                 B    13.02.26   COVENANT FENCING            KL                                                                                                                                                                       MCU APPROVAL                 -                                    HORIZ DATUM GDA2020 Z56                                                                        0       10            20         30       40   50           60                                       Sheet                                        Revision
                                                                                           for construction until marked as                                                                                                                                PO Box 61, Noosaville, QLD 4566               Signed
                                                                                                                                 A    03.11.25   OPW SUBMISSION              KL                                                                                                                                                                       ROL APPROVAL                 RAL19/0014                           VERT DATUM AHD
                                                                                           'Issued For Construction' in the
                                                                                           revision description.                Rev    Date      Revision Description       Drawn
                                                                                                                                                                                                                                                [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                                                ABN 39 128 805 336                                                       13.02.26     OPW APPROVAL                                                      RL DATUM                                                                                            MEASUREMENT BAR - INCREMENTS IN mm                                                                        7 of 17                              B