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Approved Plans - MCU23/0007 & RAL23/0007 (As Published)

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40.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     115.4
                                                                                 122.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114.2
                                                                                                                                                                                                                                                                                                       000




                                                                                                                                                                                                                                                                                                                                                       246
                                                                                                                                                                                                                                                                                                                                      60.
                                                              ExW




                                                122.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Ex
                                                                                                                                                       Ex




                                                                                                                                                                                                                                                                                                                                         000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                            122.2
                                                                                                                                                                 Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ex
                                                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                 TP                                                                                                                                                                                                                                                CONTRACTOR TO POTHOLE AND
                                                                                                                                                                 E




                                                                        122.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                                                R3.0
                                                                                                                                                                                                                                                                                                                                                                                                                           67.
                                                                                                                                                                                                                                                                                            TP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOCATE DEPTH OF WATER SERVICES
                              122




                                                                                                                                                                                                                                                                                                                                                                                                              927
                                                                                                                                                                                                                                                                                                                                                                                     00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 114.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             115.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND:
                                 .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WITHIN VERGE AND ORGANISE
                                                                                                                                                                                                                                                                                                51.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ExS
                                                                                                                                                                                                                                                                               D




                                     122.42.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                115.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOWERING OF WATER MAINS AS
                                                                            121.6




                                                                                                                                                                                                                                                                                                                                 TP
                                                                                                                                                                                                                                                                                                    465




                                   12
                                                                          121.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .8
                                                                         122.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    114.
                                                                                                                                                                                                                                                                                                                           46.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REQUIRED TO ENSURE CLEARANCE
                                                                        122.2




                                                              122.4
                                                                                                                                                                                                                                                                                                                     755                                                                                                                                                                                                                                                                                                                                                                                                                                                        ADJACENT BOUNDARY
                                                              ExT

                                                                       122.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       15KL TANK.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                 /




                                                                                                                                                                                                                                                                                                                                               D                                                                            119.8                                                                                                                                                                                                                                                                                                                                               PROPOSED BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.8
                   122.4
                                                                                                                                                                                                                                                                                                  R-3.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                      000                                                                                                                                                                                                                                                                                                                                                                                                                                                           25          DESIGN CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                           120.0


                                                     122.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  115




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Ex
                                                                                                                                                                                Ex




                    122.6
                                                                                                                                                                                                                                                                                    120.2
                                                                                                                                                                                         Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                                                                                                                                        120.4
                                                                                                                                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    25          EXISTING CONTOURS (0.1m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A
       12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                115
                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     113
         2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                               12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LL
                                                                                                                                                                      121
                               ExW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .6
                                                                                                                                                                                                 0.
                                                                    12 0




                                                                                                                                               12
                                       PP




                                                                                         12
                                                                                                                              12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                115
                       .8                                                                                                                                                                          8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING FENCE
                                                                                                            12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .6
                                                                      12
                                                                      1.8
                                                                       12 122.6




                   122
                                                           12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ST
                                                                                           1.
                                                                                                                                                     1.2
                                                    12




                                                                                                                                 1




                                                                                                                                                                          .0
                                                                        12 4
                                                                         2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ExS
                                                                                                             1.6




                                                                                              8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                                                 .4
                                                                          122.02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8
                                                              2.2
                                                     2.4




                                                                            2.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 116
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   80.                                                                                                                                                                                                                                                                                                          EXISTING BUILDING
                                                                                .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            D
                                                         WM




                                                                                                                                                                                                                                                                                                                                                                                                                                                          000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               116
                                                         12




                                                                                                                                                                                                                                                                                                                                                                                  119.8
                                                          2.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             116
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H
                              12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .4
                                                                                                                                                                                                                                                                                                                                                                                                                                 11
                                   3.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OE               EXISTING OVERHEAD ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             116
                                                                                                                                                                                                                                                                                                                                                                                                                                   9.6
            123.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CH                                         100kL DETENTION TANK CONNECTED TO
                            FH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         84.                 D
                                                                                                                                                                                                         Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ROOF DRAINAGE TO HYDRAULIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       117
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            981                                                                                                                                                                                                                                                                                 E               EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                         IL:1
                                                                                                                                                                                                          Ex
                                                                                                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ENGINEERS SPECIFICATIONS. REFER

                                                                                                                                                                                                                                                                                                                                                                                                           119.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .8
                                                                                                                                                                                                                                             19.3
                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
             .2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWINGS C054 AND C055 FOR DETAILS.                                                                                                                                                                                               SW               EXISTING STORMWATER
                                                                                                                                                                                                                                                                               >




        123




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  P
       123.
            2




                                                                                                                                                                                                                                                                                                                                                                                                                                                      117




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ExS
                                                                 REFER DRAWING C043                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W               EXSTING WATER
                                                                                                                                                                                                                                             ExS




                                                                                                                                                                 .6
                                                                                                                                                                                                                                                                                    >




                                                                                                                                                                                                                                                                                                                                                                                                                                         118
                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                                                                                                                                                                                              .8
                                                                 FOR CARPARK AND                                                                                   12
                                      ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              113.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        19
                                                                                                                                                                                                                                                                                                                                                                                                                                 118

                                                                                                                                                                                                                                                                                                                                                                                                                                                 .0
                                                                 FOOTPATH DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S               EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C5605
                                                                                                                                                                                                                                                                                                                                                                                                                      118

                                                                                                                                                                                                                                                                                                                                                                                                                                    .2
                                                                                                                                                                                                                                                                                            >




                                                                                                                                               3                                                                           PROPOSED SWALE
                                                                                                                                                                                                                                                                                                          120




                                                                                                                                                                                                                                                                                                                                                                                                           118

                                                                                                                                                                                                                                                                                                                                                                                                                           .4

                                    6
                                  3.
                                12
                                                                                                                                            RP99323                                                                                                                                                                                                                                                          D                                                                                                                                                                                                                                                                                                                                                  T               EXISTING TELSTRA
                                                                                                                                                                                                                                                                                        D119.8.0




                                                                                                                                                                                                                                                                                                                                                                                                     118
                                                                                                                                                                                                                                                                                                             .
                                                                                                                                                                                                                                                                                         119>




                                                                                                                                                                                                                                                                                                                                                                                                             .6
                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                          120




                                                                                                                                                                                                                                                                                                                                                                                             119

                                                                                                                                                                                                                                                                                                                                                                                                      .8
                                                                                                                                                                                                                                                                                             .8
                                                                                                                                                                                                                                                                                    120.2
                                                                                                                                                                                                                                                                         120.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TREES
                                                                                                                                                                                                                                                                                                                                                                                   119 .4
                                                                                                                                                                                                                           Ex




                                                                                                                                                                                                                                                                                                                                                                                                .0
                                                                                                                                                                                                                                                                          120.




                                                                                                                                                                                                                                                                                                                                                                                    119




                    123.8
                                                                                                                                                                                                                                              Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Ex
                                                                                                                                                                                                                              E




                                                                                                                                                                                                                                                                   120.8

                                                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED B2 KERB.
                                                                                                                                                                                                                                                                                                                                                                                      .2
                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                6
                                                                                                                                                                                                                                                    E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REFER IPWEA SRD DRG                                                                                                                                                                                                                                                              116.0            PROPOSED MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                     119 >                                                                                                    RS-080 FOR DETAILS.
                                                                                                                                                                                                                                                                                                                                                              > 8
                                                                                                                                                                                                                                                                                                                                                                        .6
                                                                                                                                                                                                                                                                                                          >




                                                                                                                                                                                                                                                                                                                                                                 9 .                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED MINOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                                                                                                                                                                                                                                       >     1 1
                                                                                                                                                                                                                                                                 ExS




                                                                                                                                                                                                                                                                                                                     >           >         >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED BUILDING SETBACK
                                      ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED STORMWATER PIPE
                                                                                                                                                                                                                                                                Ex

                                                                                                                                                                                                                                                                 Ex




                                                                                                                                                                                                            1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Ex
                                                                                                                                                                                                                                                                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED STORMWATER PIT & MANHOLE
                                                                                                                                                                                                                                                                    E
                                                                      123.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                         SP161937
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED EXTERNAL CARPARK ASPHALT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED WALKWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED 

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