A_Cd_0030 · OPW23/0182

                                                                                                                                                                                      ALL SEWER CONNECTION WORKS TO BE CARRIED
                                                                                                                                                                                      OUT TO COUNCIL SPECIFICATIONS WITH APPROVED
                                                                                                                                     MAHER TCE                                        SUPERVISION BY UNITY WATER




                                                                                                                                                                                                                                                  EXISTING COUNCIL
                                                                                                                                                                                                                                                  STREET ENTRY PIT
                                                                                                                                                            EXISTING TREES - TO
                                                                                                                                                                                                    EXISTING ENERGEX
                                                                                                                                                            BE REPLACED
                                                                                                                                                                                                    POLE




                                                                                                                                                                                                                                                  CONNECT NEW SW DRAIN
                                                                                                                                                                                                                                                  INTO BACK OF EXISTING
                                                                                                                                                                                                                                                  COUNCIL SW PIT TO COUNCIL
                                                                                                                                                                                                                                                  STANDARDS
                                                                                                                                                                                                                                                                                                                           39.
                                                                                                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                     C
                                                                                                                                                                                                                                   PV
                                                                                                                                                                   EXISTING TREE - REFER




                                                                                                                                                                                                                               150
                                                                                                                                                                   LANDSCAPE PLANS FOR
                                                                                                                                                                   PROTECTION MEASURES
                                                                                                                                                                                                                                                                                                                          40.
                                                                                                                                                                                                                                                                                                                            0



                                                             0
                                                             .55
                                                            5




                                                                                                                                                                                                                                                                                                                                 SETBACK
                                                                                                                                                                                GRATED DRAIN                                                                                                                          40.
                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                   27.138                                                                              NEW
                                                                                                                                                                                                                       JUNCTION
                                                                                                                                      0
                                                                                                                                      10PVC
                                                                                                                    GULLY PIT




                                                                                                                                                                                                                                                                                                                                  1500
                                                                                                                                                                                                                                                                                                                     41
                                                                                                                                                                                                                                                                                                                      .0


                                                        5
                                                       5
                                                     .0
                                                    5
                                                                                                                                                                                                                                                                     NEIGHBOURING DECK

                                                                                                                                                                                                                                                                                                          41
                                                                                                                                                                                                                                                                                                           .5




                                                                                                                                                                                                                                                                                              42.
                                                                                                                                                                                                                                                                                                0



                                                                                                                                PROPOSED 2 STOREY
                                                                                                                                RESIDENCE
                                                                                                                                                                                                                                                                                            42.
                                                                                                                                                                                                                                                                                              5




                                                                                                                                                                                                                                                                                                 43.
                                                                                                                                                                                                                                                                                                   0


                                                                                                                                                                                                                                                                  NEIGHBOURING HOUSE




                                                                                                                                                                                                                                                                                               43.
                                                                                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                         876
                                                                                                                                                                                                                       26.
                                                                                                             41
                                                                                                               .
                                                                                                               98
                                                                                                                 4




                                                                                                                                                                                                                                                                                                     44
                                                                                                                                                                                                                                                                                                       .0




                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                        .5


                                                                                                                                                                                                                                                           4
                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                             .0




                                                                                                                                                                                                                                                   4
                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                     .5
                                                                                               NEIGHBOURING HOUSE




                                                                                                                                                                                                                                           46
                                                                                                                                                                                                                                             .0




                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                     6
                                                                                                                                                                                                                                      .5



                                                                                                                                                                                                                  4
                                                                                                                                                                                                                   7
                                                                                                                                                                                                                    .0


          01   SEWER                                                                                                                                                                                    4
                                                                                                                                                                                                         7
          -
                                                                                                                                                                                                          .5
               1:100 @ A1




PROJECT                     ISSUE   DESCRIPTION                    DATE                                                                                                                                                                                                DRAWING TITLE                                                                                                                      PROJECT NUMBER                                 SCALE @A1


SUNSHINE BEACH HOUSE
CLIENT
                            A       DRAINAGE PLAN                  08/03/2024
                                                                                CONSTRUCTION

                                                                                                                                            kel
                                                                                                                                              der                                                                                                                      SITE PLAN - STREET CONNECTIONS
                                                                                                                                                                                                                                                                       ADDRESS
                                                                                                                                                                                                                                                                                                                                                                                                           2008
                                                                                                                                                                                                                                                                                                                                                                                                          DRAWING No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REV


                                                                                                                                            A   R   C   H    I T    E   C   T     S                                                                                    21 MAHER TERRACE, SUNSHINE BEACH, Q 4567
LIBBY AND GREG BAYNTON                                                                                                                      www.kelderarchitects.com.au                                                                                                                                                                                                                                    A_CD_0030                                                          A
                                                                                                                                                                                                                                                                              Original drawing size A1 - Do not scale from this drawing.Verify all dimensions on site prior to construction.All dimensions are in millimetres unless otherwise noted. Copyright kelder architects pty ltd C