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REPS - Engineering plans · MCU24/0125

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Original PDF page 9, section 1. The text section number identifies this passage in the reader.

         LEGEND




                                                                                                                                                                                                                                                          N
                                                    PROPERTY BOUNDARY                                                                                           N

                                                    EASEMENT BOUNDARY                                                                                            N
                                                                                                                                                                N




                                                                                                                                                                                                                                         N
                                                                                                                                                        W

                                                                                                                                                                 T

                                                                                                                                                                                W
                                         76.0       FINISHED CONTOUR                                                                                                                                                                                                                                                                                                                                                                                                                                                    5




                                                                                                        EUMUN
                                                                                                                                                                    N
                                                    EXISTING BITUMEN EDGE                                                                                                                                                                                                                                                                                                                                                                                                                                            SP305303
                         ////                                                                                                                                           N




                                                                                                                                                                                                                            N
                                                    EXISTING KERB                                                                                                    N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DETENTION TANK
                                                                                                                                                                                                                                                                                                     3                                                                                                                                                                                                                                                                                                                                                                                                                                                                               16.15m LONG x 3.1m WIDE




                                                                                                                                                            W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.5m WIDE ROCK LINED




                                                                                                                                                                         T

                                                                                                                                                                                    W
                SW               SW                 EXISTING STORMWATER LINES
                                                                                                                                                                         N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S                                       S                                                                                                             BASE RL.4.32
                                                                                                                                                                                                                                                                                                  SP305303                                                                                                                                                   1.5m WIDE ROCK LINED                                                                                                                S                 S




                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                                  DRAIN. (0.19m DEEP)




                                                                                                                                                                                                         N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S                    S                                                                                                                  FI5/3
                                                                                                                                                                                                 T                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAIN. (0.19m DEEP) S                                                                                                                                                                                                                                                                                                   ROOF SLAB UNDERSIDE RL.5.52




                                                                                                             I-NOOS
                                                    EXISTING OVERHEAD POWER LINES
                                                                                                                                                                             N                                                                                                                                                                                                                                             S
                 /\/             /\/
                                                                                                                          60                                                N
                                                                                                                                                                                                                                                                                                                                                                                                                   58. 228                                                                                                                                                                                                                                                                                                        4                                                  REFER STRUCTURAL DRAWINGS
                 T               T                  EXISTING TELSTRA                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SP298783
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR DETAILS




                                                                                                                                                                                         NW
                                                                                                                                                                                N

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        52.647




                                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                     11.0
                                                                                                                                                                                                                                                                                                                                                                                                     11.0
                 E                   E             EXISTING ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                             11.2
                                                                                                                                                                                                         T
                                                                                                                                                                                                                                                                                                                                                                                                                       FI3/3                                                                                                                        FI4/3




                                                                                                               A ROA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                          S
                 W               W                  EXISTING WATER MAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FI6/3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                 S               S                  EXISTING SEWER MAIN                                                                                                              N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 200mm WIDE TRENCH GRATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR CONTINUATION REFER BELOW
                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                   RL.14.20                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RECONSTRUCT EXISTING DRIVEWAY.




                                                                                                                                                                    W
                                                  CONTROL LINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AND 225 DIA. OUTLET PIPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                        T
                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RL.11.20




                                                                                                                 D
                                                                                                                                                                                    N                                                                                                                                                      RL.11.20                                                                                                                                                                                                                                                                                                                                                                                                                             EXTENTS TO BE CONFIRMED ON SITE
                                                  KERB AND CHANNEL                                                                 5.50                                                                                                                                                    T                                                                                                                                                       FFL.11.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FFL.5.90                                                                     DT7/3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                         N                                                                       T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                  PROPOSED STORMWATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             JOIN NEATLY TO EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                             N




                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                        N




                                                                                                                                                                            W
                                                  PROPOSED GULLY PIT




                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E




                                                                                                                                                                                                                                        14.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9.7%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E




                                                                                                                                                                                                                 14.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17.6%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                  PROPOSED FIELD INLET                                                                                                                       N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                     N
                                                  PROPOSED MANHOLE                                                                                                                           N




                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                 2.0m WIDE CONCRETE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FI2/4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                40                                                                                                                                         S




                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5.8
                                                  PROPOSED RETAINING WALL                        PATHWAY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S                 S




                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                               11.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                                                                     MH3/4




                                                                                                                                                                                                                                                                                                                                                                    11.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                 N
                                                                                                                                                                                                                                                                                       FFL.14.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                  PROPOSED DRIVEWAY PAVEMENT
                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                               FFL.11.20                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW               SW           SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL.11.20                                                                                                                                                                                                                              SW                      SW            SW                                               300Ø PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FFL.11.20                                                                                                                                                                                                        DT1/4               SW                    SW                                                                   300Ø PVC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.2
                                                                                                                                          40                                                                                                                                                                                                                                                                                              40                                                                                                                                                                                                                     SW                   SW




                                                                                                                                                                                     W
                                                                                                                                                                                                         N




                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           200mm WIDE TRENCH GRATE                                       IL.6.516




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRIVEWAY 3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AND 225 DIA. OUTLET PIPE




                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DT3/2




                                                                                                                                                                                                                                                                                                                                                                                                                                           DRIVEW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                             N                                                                                                                                                                                                                                                                                                                                                                                                  FFL.5.90                                                                                                             REMOVE PAVEMENT AND KERB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TO INSTALL STORMWATER.




                                                                                                                                                                                                                                                                                                                                                                                                                                                             11.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          225Ø PV SW
                                                                                                                                                                                                                                                                                                                                                                                           11.2
                                                                                                                                                                                                                                                                                                                                                                    11.4
                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                             11.6
                                                                                                                                                                                                                                                                                                                                                      11.8
                                                                                                                                                                                                                                                                                                                                               12.0
                                                                                                                                                                                                                                                                                                                                    12.2
                                                                                                                                                                                                                                                                                                                             12.4
                                                                                                                                                                                                                       W




                                                                                                                                                                                                                                                                                                                      12.6
                                                                                                                                                                                                                                                                                                           12.8
                                                                                                                                                                                                                                                                                                   13.0
                                                                                                                                                                                                                                                                                           13.2
                                                                                                                                                                                                                                                                                   13.4
                                                                                                                                                                                                                                                                            13.6
                                                                                                                                                                                                                                                                                                                                                                                                                       FI2/3




                                                                                                                                                                                                                                                                     13.8
                                                                                                                                                                                                                                                          14.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REINSTATE TO MATCH EXISTING




                                                                                                                                                                                                                                               14.2
                                                                                                                                                                                                                                14.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                     14.6
                                                                                                                                                                                                 14.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRIVEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FFL.11.20                                            FFL.11.20
                                                                                    T




                                                                                                                                                                                                                                                                                                    DRIVEWAY 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                     6.5m WIDE HEAVY DUTY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONSTRUCT STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                               AY 2
                                                                                                     VEHICLE CROSSOVER
                                                                                                                                                                                                                 N




                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MANHOLE OVER EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                 41.565
                                                                                                                                                                                                                                                                                                                                                              FI1/1




                                                                                                                                                                                                                                                                                   20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STORMWATER PIPE




                                                                                                                                                                                                 W




                                                                                                                                                                                                                            W
                                                                                                                                               00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  108




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AY 4
                                                                                         T




                                                                                                       0.9m WIDE PEDESTRIAN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SP106085




                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FI2/2
                                                                                                                                                                                                                       N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SWW
                                                                                                       WALKWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                          FFL.14.20




                                                                                                                                                                                                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                             FFL.11.20
                                                                                             T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                            N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         200mm WIDE TRENCH GRATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           150 SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AND 225 DIA. OUTLET PIPE




                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FFL.11.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                        2.0m WIDE CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ø PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FFL.11.20                                                                                                                     FFL.6.20




                                                                                                                                                                                                                                                                                                                                                                                                          11.
                                                                                                                                                                                                             W
                                                                                                        PATHWAY                                                                                                                 N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                                                                                                                                                                                              

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