Amended Approved Plans - OPW22-0166 · OPW22/0166

                                                                                                                                                                                                                                                                                                                                                                                                                             -
                                                                                                                                                                                                                                                                                                                                                                                                           APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                             OPW22/0166




                                                                                      RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                           NOOSA COUNCIL




                                                                                          .07
                                                                                       15
                                                                     STAGE 4B
                                                                                                                                                                                                                                                                                                                                                                                                           5 OCTOBER 2022




                                                                                    RL
                                                                       RL15.25




                                                                                 Ex
                                                                                                                                                                                                        GROUND FLOOR
                                                                                                                                                                                                        FFL13.8


                                              EXISTING SHEET PILING
                                                                                                                         RAMP HEIGHT VARIES
                                                                                                                                                           BASEMENT                   EW PAD
                                                                                                                                                           FFL10.4                    RL10.2 (NOM)


                                                                                                                                                                                        150mm COMPACTED GRAVEL
                                                                                                                                                                                        HARDSTAND CBR15
                                                                                                                         SECTION                    9
                                                                                                                          SCALE 1:100 A1          EW01




                                                                                                 RP BDY




                                                                        STAGE 4B
                                                                        RL14.85
                                                                                                                                                                               GROUND FLOOR
                                                                                                                                                                               FFL13.8
                                                                          Ex




                                                                                                          RL13.65
                                                                             R
                                                                             L1
                                                                                2.88




                                               EXISTING SHEET PILING

                                                                                                                            BASEMENT                     EW PAD
                                                                                                                            FFL10.4                      RL10.2 (NOM)


                                                                                                                                                                      150mm COMPACTED GRAVEL
                                                                                                                        SECTION                                       HARDSTAND CBR15
                                                                                                                                                   10
                                                                                                                         SCALE 1:100 A1           EW01

                                                                                                                          STABILIZED BATTER
                                                                                                                          BIDIM A14 GEOFABRIC
                                                                                                                          PINNED TO SLOPE
                                                                                        RP BDY




                                                                         STAGE 4B
                                                                         RL14.7
                                                                                                                                                            GROUND FLOOR
                                                                                                                        RL13.65      RL13.70                FFL13.8
                                                                                                                 .11
                                                                                                       12
                                                                                                     RL
                                                                                           Ex




                                                                                                                                    BASEMENT              EW PAD
                                                                                                                                    FFL10.4               RL10.2 (NOM)
                                                              TEMPORARY BATTER
                                                              1v in 2h MAX (TO BE
                                                              CONFIRMAED BY
                                                                                                                                                                    150mm COMPACTED GRAVEL
                                                              GEOTECH ENGINEER)                                        SECTION                 11                   HARDSTAND CBR15
                                                                                                                        SCALE 1:100 A1        EW01
                                                                                 STABILIZED BATTER
                                                                                 BIDIM A14 GEOFABRIC
                                                                                 PINNED TO SLOPE
                                                                                       POSCW BDY




                                                                 CONSERVATION
                                                                                                .79




                                                                 AREA (POSCWP)
                                                                                                                                                  GROUND FLOOR
                                                                                             13
                                                                                          RL




                                                                                                                                                  FFL13.8
                                                                                       Ex




                                                                                                                                                   BASEMENT             EW PAD
                                                                         TEMPORARY BATTER
                                                                                                                                                   FFL10.4              RL10.2 (NOM)
                                                                         1v in 1.5h MAX (TO BE
                                                                         CONFIRMAED BY GEOTECH
                                                                         ENGINEER)
                                                                                                                                                                            150mm COMPACTED GRAVEL
                                                                                                                                                                            HARDSTAND CBR15                                                                                                                                                                                            0        2          4           6             8      10
                                                                                                                       SECTION                  12
                                                                                                                         SCALE 1:100 A1        EW01                                                                                                                                                                                                                                                 SCALE 1:100 (A1), 1:200 (A3)



     NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                    PURPOSES.
                                                                                                                            PBL                                                                                                                                                                                            PROJECT:                                      DRAWING TITLE:
                                                                                                                                                                                                                                                                                         Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                          Drawn: PBL
                                                                                                                                                                                                                                                                                         A.B.N. 91 611 354 511                                                           SITE SECTIONS
                                                                                                                       FOR APPROVAL                        Date: JUNE 2021                                                                                                               26 Memorial Avenue, Cotton Tree   PROPOSED RESIDENTIAL DEVELOPMENT LOT 9        SHEET 2
                                                                                                                           NOT FOR CONSTRUCTION                                                                                                                                          PO Box 559, Cotton Tree, QLD, 4558                                                                                                      Revision        Sheet
                                                                                                                                                      Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                           at SERENITY CLOSE, NOOSA
                                                                                                                                                                                                                                                                                         Tel (07) 5475 4125 Fax (07) 5479 1607                                           DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                           A6107/22/L9/EW03                        A        3 of
                                                                                                                          STEVEN HARRISON
                                                                                                                                                                                                                                                                                         Email: [email protected]
       A    20/06/2022   ISSUE FOR APPROVAL                                       PBL                     S.H.
                                                                                                                       .......................
                                                                                                                           DIRECTOR APPROVAL                Datum AHD
                                                                                                                                                                                                                                                                                         Web: http://www.alta.net.au       for CAPE BOUVARD DEVELOPMENTS
      REV    DATE                               DESCRIPTION                       BY                CHKD                   RPEQ - 4784                      A1 SHEET SIZE                FILENAME : a6107-22-L9-EW02-EW03.dwg - DATE : 20/6/22 - 1:28pm - XREF's: H-Approved-SH; H-Checked-SH                                                             Council Ref:

Document Set ID: 22095421
Version: 1, Version Date: 06/09/2022