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Apdx3 - Engineering Plans

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                            MARK                        DESCRIPTION




                                                                                                                                                                                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED DRIVEWAY/CARPARK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                + FSL 23.750           PROPOSED FINISHED SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL 24.00         PROPOSED FINISHED FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING COMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W             EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S             EXISTING GRAVITY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     + 23.750          EXISTING SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONTROL JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SLAB CUT JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NEW KERB




                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL107.1
                                                                                                                                                                                                                                                                                         INDICATES 1.20m                                                                                                                                                    Screw in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2

                                                                                                                                                                                                                                                                                         SETBACK FROM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Conc
                                                                                                                    LEGEND
                                                                                                                                                                                                                                                                                         SEWER FOR QDC
                                                                                                                                                                                                                                                                                                                                                                                                                               107.14




                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                           IL104.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                            S

                                                                                                                                                                                                                         EXISTING CONCRETE                                               MP1.4 COMPLIANCE                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RM
                                                                                                                                                                                                                                                                                                                                                                                                             S                                         RM
                                                                                                                                                                                                                         TO REMAIN
                                                                                                 E(OH)




                                                                                                                                                                                                                                                                                                                                                                      IL104.65              S                                       RM
                                                                                                                                                                                                                                                                                                                             IL104.64                                         S                                       RM
                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                 S                                                                   RM
                                                                                                                                                                                                                                                                                                                     S         SL106.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.52
                                                                                                                                                                                                                    106.81                                                                          S                                 8                                           RM
                                                                                                                                                                                                                                                                                                                                                                                                                                   0.52
                                                                                                                                                                                              106.80                                                                                     S                                                                       RM                                                                               107.08
                                                                                                    E(OH)




                                                                                                                                                                                                                                                                        S                                                    RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                            5.50
                                                                                                                                                                                                                                                         S




                                                                                                                                                                                                                                                                                                                                                      IL104.65
                                                                                                                                                            106.71                                                                         S                                                                    RM
                   EXISTING KERB                                                                                          106.55                                                                                         S                                                  106.95             RM
                                                                                                  106.55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            M1 TYPE KERB ONLY
                                                                                                                                                                                                       S                                                                      RM
                                                                                                                         W




                                                                                                                                                                                      S                                                    106.93
                   ADAPTER TO REMAIN
                                                                                                                                                                                                                                                               RM                                                                                                                                         107.22
                                                                                                                                                                      S




                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                       S                                                                                           RM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OPAL LA
                                                                                                                                                                                                                             RM
                                                                                                         E(OH)




                                                  RL106.2                                                                   S
                                                           7                                 S                                                                                                             RM
                                                                                S                                                                                                     RM                        107.03
                                                  Screw in         S                                                                                                 RM                                                                                                                                                                                                                                                                           107.18
                                                          SKb                                                                                     RM                                                                                           107.00
                                                                                                                    RM                                     106.72
                                                                                                                             W




                                                                                                                                                                          106.94
                                                                                      RM




                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                            E(OH)




                                                                          RM                                                                                                                      107.00
                                   in this ar                RM
                                              ea)
                                  (Sewer m
                                              ains likel                                                                                                                                                                                                                                                                                                                                                  REFUSE AREA                                  107.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NE
                                                         y
                                  Cut in bi                                                                                                                                                                                                                                                                                                                                                                                             SW
                                                                                                                                  W




                                            tumen                                                                                                                                                                                                                                                                                                                                                                107.26
                                                                                                                 E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                        107.23




                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                       107.24

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONNECT TO EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONCRETE PAVEMENT.
                                                                                                                    E(OH)


                                                                                                                                         W




                                                                                                                                         106.87
                                    RUBY ST




                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                      107.04                                                                                                                                                                                                                107.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.0
                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                      106.90
                                                                                                                  106.81
                                                                                                                                                             107.09
                                                                                                                         E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NEW CROSSOVER TO
                                                                                                                                            W




                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                      107.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IPWEAQ STD DRGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                         107.31
                                                                                                                                                                                                                                           107.05                                                                                                                                                                                                               107.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RS-049 & RS-050
                                       REET




                                                                                    106.79
                                                                                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                            E(OH)




                                                                                                                            106.91                                           106.95           107.10
                                                                                                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                              W




                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                          E(O
                                                                                                                                                                    107.17                           H)
                                                                                                                                 E(OH)




                                                                                                                                                  107.15                        107.05
                                                                                                                                                                                            E(O
                                                                                                                                                                               H)
                                                                                                                                                                                                                                  107.07
                                                                                                                                                                                                                                                                                                                                                                                                 IN PRINCIPLE APPROVAL FOR
                                                                                                                                                W




                                                                                                                                             106.96              107.06               E(O                                                                                                                            PROPOSED 1.80m




                                                                                                                                                                                                                                                                                                                                                                          S
                                                                  RL106.7                                                                                                 H)
                                                                                                                                                                                                                                                                                                                     TIMBER FENCE (BY                                                            BUILDING OVER SEWER HAS BEEN
                                                                            0                                                                                                              107.09
                                                                                                                                                E(O 10
                                                                                                                                    E(OH)




                                                                  Nail in K                                                                        H)   6.99
                       EXISTING KERB                                                                                                                                                                                                                                                                                                                                                             OBTAINED FROM UNITYWATER
                                                                                                                                                                                                                                   107.17
                                                                                                                                                                                                                                                                                                                     OTHERS)
                                                                           b
                                                                                                                                                       107.E00
                                                                                                                                                            (OH                             107.12                                                      POSSIBLE FUTURE
                       ADAPTER TO REMAIN                                                                                                                       )
                                                                                                                                                                                                                                                        POOL (BY OTHERS)
                                                                                                                                                  W




                                                                                       106.88                                                                         106.75 107.07
                                                                                                                                                      107.01
                                                                                                                                                                     100Ø Cla
                                                                                                                                                                             y Pipe
                                                                                                                                                      W




                            EXISTING KERB
                            ADAPTER TO REMAIN

                                                                                                                                                                                                                                                                                                            PROPOSED SITE LAYOUT
                                                                                                                                                                                                                                                                                                                SCALE 1:250 @ A3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       212602-OPW-01-210922.DWG
                                                                                                                                                                                                                                                                            SCALE                                           APPROVAL                                          ISSUE DATE DESCRIPTION                                                            BY       CHKD        DRAWING DETAILS                PROJECT NUMBER
PROJECT                                                           CLIENT                                                                                                                                                                                                                                                                                                        A 22-09-21 FOR APPROVAL                                                         DB        DK
PROPOSED DUPLEX                                                   CHRISTOPHER ROBINSON                                                                                                                                                         0         2.5        5              7.5        10        12.5m
                                                                                                                                                                                                                                                                                                                             .................
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    212602
9 RUBY STREET COOROY
                                                                                                                                                                                                                                                                                                                           DANIEL KENNA                                                                                                                                           DRAWN                 DB           SHEET     ISSUE
TITLE                                                                                                                                                                                                                                                               SCALE 1:250 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         A
                                                                                                                                                           a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                            FOR APPROVAL                                                                                                                                             DATE                22-09-21
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