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Apdx3 - Engineering Plans

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MARK                            DESCRIPTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING STORMWATER SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FLOW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING COMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W           EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S           EXISTING GRAVITY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW           EXISTING STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               + 23.750           EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SEWER                                                          RL107.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2

                                                                                                                                                                                                                                                              EXISTING SEWER MAIN                                                                                                 RISING MAIN                                                         Screw in
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Conc
                                                                                                               LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                          107.14




                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                           IL104.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                         C56014                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                              616                                                                                                                                                                     S                                            RM
                                                                                                                                                                                                                                                                                                                                                                                                         S                                      RM
                                                                                            E(OH)




                                                                                                                                                                                                                                                                                                                                                                      IL104.65               S                                 RM
                                                                                                                                                                                                                                                                                                                                IL104.64                                      S                                 RM
                                                                                                               W




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




                                                                                                                                                                                                                                                                       S                                                        RM
                                                                                                                                                                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                      IL104.65
                                                                                                                                                      106.71                                                                         S                                                                       RM
                                                                                                                     106.55                                                                                        S                                                       106.95              RM
                                                                                             106.55                                                                                              S                                                                           RM
                                                                                                                    W




                                                                                                                                                                                                                                     106.93




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OPAL LA
                                                                                                                                                                                 S                                                                        RM
                                                                                                                                                                 S                                                                                                                                                                                                                                    107.22




                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                  S
                                                                                                                                                                                                                 Carport                 RM
                                                                                                                                                                                                                       RM
                                                                                                    E(OH)




                                            RL106.2                                                                    S
                                                     7                                 S                                                                                                             RM
                                                                          S                                                                                                      RM                     107.03
                                                                                                                                                                                                                                                                                                                                                                                          EXISTING CONCRETE
                                            Screw in         S                                                                                                  RM                                                                                                                                                                                                                                                                           107.18
                                                    SKb                                                                                      RM                                                                                          107.00
                                                                                                                                                      106.72
                                                                                                                                                                                                                                                                                                                                                                                          TO BE REMOVED
                                                                                                               RM
                                                                                                                        W




                                                                                                                                                                     106.94
                                                                                RM




                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                       E(OH)




                                                                    RM                                                                                                                      107.00
                              in this ar               RM
                                         ea)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NE
                             (Sewer m
                                         ains likel                                                                                                                                                                                                                                                                                                                                                                                              107.19
                                                   y                                                                                                                                                                                                     C56014
                             Cut in bi
                                                                                                                             W




                                       tumen                                                                                                                                                                                                                                                                                                                                                                 107.26
                                                                                                            E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                   107.23




                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                              615
                                                                                     3.21




                                                                                                                                                                                                                                                                                                                                                                                        107.24

                                                                                                                                                                                                                                                                                                                  Pool




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Opal Lane
                     EXISTING KERB
                                                                                                               E(OH)


                                                                                                                                    W




                                                                                                                                    106.87




                                                                                                                                                                                                                                                                                                                                                                      S
                     ADAPTER                                                                                                                                                                                                    107.04                                                                                                                                                                                                                107.35
                                                                                                                                                                 106.90
                                                                                                             106.81
                                                                                                                                                        107.09
                                                                                                                    E(OH)




                    EXISTING DRIVEWAY
                                                                                                                                       W




                                                                                                                                                                                                                                                                                                                                                                 Pump
                    AND CROSSOVER TO




                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                 107.29
          RUBY ST




                                                                                                                                                                                                                                                                                                                                                                                                                                    107.31
                                                                                                                                                                                                                                     107.05
                    REMAIN                                                    106.79
                                                                                                                                                                                                                                                                                                                                                                                                                                                          107.49
                                                                                                                       E(OH)




                                                                                                                       106.91                                           106.95          107.10
                                                                                                                                                                                                                                                                                                                      Shelter
                                                                                                                                         W




                                                                                                                                                                                                                                                    Shelter                                                            Shade




                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                  E(O
                                                                                                                                                               107.17                           H)                                                   Shade
                                                                                                                            E(OH)




                                                                                                                                             107.15                         107.05
            REET




                                                                                                                                                                                                                                                                                                                           EXISTING POOL AND
                                                                                                                                                                                      E(O
                                           Ruby Str




                                                                                                                                                                           H)
                                                                                                                                                                                                                            107.07
                                                                                                                                                                                                                                                                                                                           CONCRETE TO BE
                                                                                                                                           W




                                                                                                                                        106.96             107.06        E(O




                                                                                                                                                                                                                                                                                                                                                                          S
                                                            RL106.7                                                                                                  H)
                                                                      0
                                                                                                                                           E(O 10
                                                                                                                                                                                      107.09
                                                                                                                                                                                                                                                                                                                           REMOVED
                                                                                                                               E(OH)
                                              eet




                                                            Nail in K                                                                         H)   6.99                                                                      107.17                                                  C56014
                                                                     b
                         EXISTING KERB                                                                                                            107.E00
                                                                                                                                                       (OH                            107.12                                                                                                                                                                                                                     EXISTING WATER TANK
                         ADAPTER                                                                                                                           )                                                                                                                            614
                                                                                                                                             W




                                                                                 106.88                                                                          106.75 107.07
                                                                                                                                                 107.01
                                                                                                                                                                         100Ø Cla
                                                                                                                                                                y Pipe                         EXISTING OVERHEAD
                                                                                                                                                                                               POWER
                                                                                                                                                 W




                            EXISTING KERB
                            ADAPTER




                                                                                                                                                                                                          EXISTING 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)
EXISTING 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       C03         A
                                                                                                                                                                 a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                               FOR APPROVAL                                                                                                                                                DATE           22-09-21
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