Approved Plan - OPW26 0021 (As Published)

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                                                                                                                                                                                                                                                                                                                                                                         MARK                            DESCRIPTION
                                       MH
                                        S
                                                                                                                                                                                                                                                                                                                                                                                                         CADASTRAL PARCELS
                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED BUILDING




                                              W
                                                                                                                                                                                                                                                                                                                                                                                                        ROADWORKS & CARPARKING


                              S
                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED DRIVEWAY/CARPARK




                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED CROSSOVER
                           S
                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED NEW KERB




                                                          W
                                                                                                                                                                                                                                                                                                                                                                                      CCJ                CONTROL JOINT
                                                                                                                                                                                                                                                                                                                                                                                                         SLAB CUT JOINT
                        S




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                                                                                                                                                                                                                                                                                                                                                                                                        ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                        POLES
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                                                                                                                                                                                                                                                                                                                                                                                                        PILLARS
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                                                                                                                                                                                                                                                                                                                                                                              E(OH)         E(OH)
                                                                                                                                                                                                                                                                                                                                                                                                        LINE NETWORK HV (OH)
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  E(O




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                                                                                                                                                                                                                                                                                                                                                                              E(OH)         E(OH)
                                                                                                                                                                                                                                                                                                                                                                                                        LINE NETWORK LV (OH)
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                 DU




                                                                                                                                                                                                                                                                                                                                                                                                        LOW VOLTAGE CABLE (UG)
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                                                                                                                                                                                                                                                         3.0                                                                                                                                             WATER
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                                                                                                                                                                                                                                                                                                                            S
             MH
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                                                                                                                                                                                                                                                                                             W                                                                                                          EXISTING SYSTEM VALVE
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                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING HYDRANT (FH)
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                                                                                                                                                                      MATCH INTO EXISTING                                                                        W                                    S                                                                               W                 EXISTING WATER MAIN
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                                                                                                                                                                      LEVELS AT BOUNDARY.                                                                                                                                                                                                                SEWER




                                                                                                                                                                                                                                                4.
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                                                                                                                                                                                                                                                                              1.4




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                                                                                                                                                                      NEW DRIVEWAY TO MIDDLE                                                     W
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                                                                                                                                                                      OF EXISTING GATE                                                                                   FSL                                                                                                                            EXISTING MAINTENANCE HOLE (MH)
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                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                       W                                                   1.4                                                                                                          EXISTING MAINTENANCE SHAFT (MS)
                                                                                                                                                                                                                                                                                         L4
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                                                                                                                                                                                                                                                                 2.
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                                                                                                                                                                                                                                                                                                                                                                                                        LEVELS & RETAINING
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                                                                                                                                                                                                                                   6.7
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                                                                                                                                                                                                                                               1.5
                                                                                                                                                                                                                                       0
                                                                                                                                                                                                        W                                                                                                                                                                + FSL 23.750                   PROPOSED FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                0
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                                                                                                                                                                                                                                                                                                 NEW CROSSOVER TO
                            S




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                                                                                                                                                                                                                                                                                                 IPWEAQ STD DRGS.
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                                                                                                                                                                                                                                                                                                 RSD-100 & RSD-101
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                                                                                                                                                                                                                                                                                                                                )
                                                                                                                                                                                                  .24




                                                                                                                                                                                                                                                                                                                             OH
                                                                                                                                                                                              ~15
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                                                                                                                                                                                                                                                                                                                                                                                                               3.5




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                                                                                                                                                                                                                                                                                        OH
                                                                                                                PROPOSED SITE LAYOUT
                                   MAINTAIN 1m CLEARANCE FROM CROSSOVERS                                                                                                                                                                                                                                                                                     .24




                                                                                                                                                                                                                                                                                      E(
                                   TO POWER POLES, PRAM RAMPS, KERB LINTELS                                                                                                                                                                                                                                                                                                                      6.70
                                   AND OTHER OBSTRUCTIONS TYPICAL
                                                          1.5m
                                                                | 2.5%                                           SCALE 1:200 @ A3
                                                              1.5m
         CROSSOVER AS PER
                                                                     | 12.5
                                                                            %
         IPWEAQ STD DRGS RSD-100
         & RSD-101 TYPICAL



                                                                                     N
                                                                                R PLA
                    FOOTPATH AS REQ'D                                  AS PE
                    AS PER IPWEAQ STD                                                                                                                                                   NOOSA COUNCIL
                    DRG PCD-101                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                     OPW26/0021 3 MARCH 2026                                                                                                                                                       EXISTING CROSSOVER DETAILS
               TYPICAL CROSSOVER DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                      255104-OPW-01-260121.DWG
                                                                                                                                                                                                                 SCALE                                                               APPROVAL                              ISSUE DATE DESCRIPTION                        BY           CHKD              DRAWING DETAILS           PROJECT NUMBER
     PROJECT                                                     CLIENT                                                                                                                                                                                                                                                      1 21-01-26 FOR APPROVAL                     DK            DK
     PROPOSED DRIVEWAY CROSSOVER                                 LAWRENCE REID                                                                                                   0            2              4             6               8              10m
                                                                                                                                                                                                                                                                                         .................
                                                                                                                                                                                                                                                                                                                                                                                                    DATUM
                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                      AHD
                                                                                                                                                                                                                                                                                                                                                                                                                       DK
                                                                                                                                                                                                                                                                                                                                                                                                                                      255104
     8 DUKE STREET SUNSHINE BEACH
                                                                                                                                                                                                                                                                                 DANIEL KENNA                                                                                                       DRAWN              DK             SHEET   ISSUE
     TITLE                                                                                                                                                                                                   SCALE 1:200 A3                                                       (RPEQ 15522)
     PROPOSED SITE LAYOUT PLAN
                                                                                                              e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from                                      DRAWING STATUS                                                                                                     DESIGN CHECK       DK             C04      1
Document Set ID: 24527658                                                                                     a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                          FOR APPROVAL                                                                                                              DATE             21-01-26
Version: 1, Version Date: 10/02/2026