Negotiated Approved Plans - OPW26/0033 (As Published)

                                                                                                    LEGEND
                                                                                                              156              EXISTING CONTOUR (0.25m INTERVAL)

                                                                                                                               EXISTING EDGE OF BITUMEN

                                                                                                                               EXISTING KERB & CHANNEL

                                                                                                                               EXISTING TOP OF BANK

                                                                                                                               EXISTING 'V' DRAIN INVERT

                                                                                                             D                 EXISTING STORMWATER DRAINAGE

                                                                                                            EO                 EXISTING ELECTRICAL OVERHEAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               117
                                                                                                             T                 EXISTING TELCO (RECORDS)                                                                                                                                                                                  RURAL FENCE
                                                                                                                                                                                                                                                                                                                                         • 1.2m HIGH
                                                                                                             S                 EXISTING SEWER (RECORDS)
                                                                                                                                                                                                                                                                                                                                         • 3 STRAND PLAIN WIRE (NO BARBED)                                                                              117
                                                                                                             W                 EXISTING WATER (RECORDS)                                                                                                                                                                                  • BOTTOM STRAND NO LESS THAN 300mm OFF THE GROUND                                                       74
                                                                                                                                                                                                                                                                                                                                         • INCLUDES THE FOLLOWING SIGNAGE                                                                                                75
                                                                                                                               PROPOSED LOT BOUNDARY
                                                                                                                                                                                                                                                                                                                                             VEGETATION                                                                                                                                                                                                                                                     EXISTING DWELLING
                                                                                                                               PROPOSED ASPHALT PAVEMENT                                                                                                                                                                                     PROTECTION
                                                                                                                               PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                AREA               ALUMINIUM (225 x 300)
                                                                                                                                                                                                                                                                                                                                             NO DOMESTIC ANIMALS                                                                            73
                                                                                                                                                                                                                                                                                                                                                                   FIXED TO FENCE AT 15m NOM. CRS.                                                      76
                                                                                                                               PROPOSED GRAVEL DRIVEWAY

                                                                                                                               PROPOSED GRAVEL FIRE TRAIL

                                                                                                              156              PROPOSED CONTOUR (0.25m INTERVAL)

                                                                                                                               PROPOSED EDGE OF BITUMEN                                                                                                                                                                                                                                                                          72
                                                                                                                                                                                                                                                                                                                                                                                                                                                 77                                                                                                                                                                                                                              7
                                                                                                                               PROPOSED GROUTED ROCK RETAINING WALL

                                                                                                                               PROPOSED KERB & CHANNEL

                                                                                                                               PROPOSED TOP OF BANK

                                                                                                                               PROPOSED TOE OF BANK                                                                                                                                                                                                                                                                   71
                                                                                                                                                                                                                                                                                                                                                                                                                                       78                                                      117
                                                                                                                               PROPOSED 'V' DRAIN INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                           117
                                                                                                                               PROPOSED WIRE FENCE

                                                                                                                               PROHIBITED DRIVEWAY LOCATION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E

                                                                                                                               PROPOSED KERB ADAPTOR / PIT CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8                                                                                                               E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                                                                                 R9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.5m WIDE 150mm THICK TYPE 2.5 GRAVEL FIRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                               PROPOSED STORMWATER DRAINAGE                                                                                                                                                                                                                                                                                 79                                                       TRAIL ACCESS IN ACCORDANCE WITH QFES FIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     HYDRANT AND VEHICLE ACCESS GUIDELINES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                                           70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                 R             PROPOSED ROOFWATER DRAINAGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11
                                                                                                                                                                                                                                                                                                                                 3.6m CLEAR WIDTH RURAL GATE INSTALLED                                                                                                                                   116                                                                                                                                                                                      12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                 GENERALLY IN ACCORDANCE WITH TMR STD DRG 1601                                  116
                                                                                                                 W             PROPOSED WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              80                                                                                                                                                                            09




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                                                                                                                                                               64                                                                                                                                                                         S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                 S             PROPOSED SEWER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          81                                                                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER DRAWING C200 FOR CONTINUATION
                                                                                                                                                                                                                                                                                                                                                                                                                             65
                                                                                                                 E             PROPOSED ELECTRICAL (INDICATIVE ONLY TBC)                                                                                                                                                                                                                                                                                                                                             63                                                                                          82   83
                                                                                                                                                                                                                                                                                                                                                                                                                                      0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                 R1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                               PROPOSED TRAFFIC SIGN                                                                                                                                                                                                                                                                                                                                                                                                                                                             62                                   08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                               PROPOSED GUIDE POST                                                                                                                                                                                                                                                   115                                                                                                       115
                                                                                                                               CONFIRM LOCATION ON SITE AS PER MUTCD
                                                                                                                                                                                                                                                                                                                                                                                               69                                                                                                                                                                                                                                                                                        114
                                                                                                                                                                                                                                                                                                                                                                                                           66                                                                                                                                                                                                                                              07




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     05




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                                                                              114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5       2
                                                                                                                                                                                                                                                                                                                                                                                                                                       6.0m WIDE 150mm THICK TYPE 2.5 GRAVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                       FIRE TRAIL IN ACCORDANCE WITH QFES FIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                       HYDRANT AND VEHICLE ACCESS GUIDELINES
                                                                                                                                                                                                                                                                                                                                                                                  68                                                                                                                                                 113
                                                                                                                                                                                                                                                                                                                                                                                              67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    112




                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 9                                                                                                                                                                  6
                                                                                                                                                                                                                                                                                                                                                                                                                                       600 x 600 PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                       SL 110.84
                                                                                                                                                                                                                                                                                                                                                                                                                                       IL 110.09




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ø150 uPVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOT 6
                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 6                                                                                                                                                                                     600 x 600 PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                       600 x 600 PIT                                                                                                                                                                             SL 108.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                                                                                                                                                                                                       SL 109.38                                                                                                                                                                                 IL 108.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S              S                     S                   S                                                 S                    S                      S                     S                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                       IL 108.63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R             R                    R                     R                                   R                                  R                  R                                  R                    R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Ø150 uPVC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.500 SEWER & INTERALLOTMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAINAGE EASEMENT
   J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg




                                                                                                                                                                                                                                                                                                                                                                 21                                                                                                                                                                                                                                                      22
                                                                                                                                                                                                                                                                                                                                                              SP285519                                                                                                                                                                                                                                                SP285519




                                                                                                              NOOSA COUNCIL
                                                                                                             APPROVED PLAN
                                                                                                       OPW26/0033 29 SEPTEMBER 2026
                                                                                                                                                                                                                                                                                                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.
                                                                                                                                    C    16.06.26   OPW INFORMATION REQUEST    KL
                                                                                                                                                                                                                                                                                                                 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                                                         16.06.26     OPW APPROVAL                                      RL DATUM                                                                                     MEASUREMENT BAR - INCREMENTS IN mm                                                                                                           9 of 19                              C
Document Set ID: 24873046
Version: 1, Version Date: 17/06/2026