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A6107-22-L9-EW02 [B] Site Sections · OPW22/0166

From the archive 220906 - OPW220166_RFI.zip, inside OPW22/0166 - Response to Request for Information. File date in the archive: 2022-09-06 10:57.

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                                                                                                                                                                              POSCW BDY




                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                           GROUND FLOOR
                                                 FFL13.8                                                                                                                                                                                                                                                              GROUND FLOOR
                                                                                            REINFORCED CONCRETE POOL SHELL TO                                                                          CONSERVATION                                                                                                         FFL13.8
                                                                                            STRUCTURAL ENGINEER'S DESIGN AND                                                                           AREA (POSCWP)
                                                                                            CERTIFICATION
                                                                                                                                                             PROPOSED RETAINING WALL AND PIERS.
                                                                1m                                                                                           REFER STRUCTURAL ENGINEERS DETAILS                                                                                                                                                                          BALUSTRADING
                      EW PAD                     BASEMENT                                                                EW PAD
                                                 FFL10.4                                                                                                                         1.0m                                                                                                                                                                                    TO ARCH SPEC.
                      RL10.2 (NOM)                                                                                       RL10.0 (NOM)                                                                                                                                                               EW PAD              APARTMENTS
                                                                                                                                                                               BUND                                                                                                                 RL9.85 (NOM)            FFL10.05                                                                                  PROPOSED RETAINING WALL. REFER
                                                                                                                                                                               RL9.25 MIN                                                                                                                                                                                      RL9.546
                                                                                                       POOL                                                                                                                                                                                                                                                                                    TW9.4                  STRUCTURAL ENGINEERS DETAILS
                                                                                       EW PAD                                                      RL8.75
      150mm COMPACTED GRAVEL                                                           RL8.2 (NOM)                                                                                                                                                                                                                                                                                                   RL8.78
      HARDSTAND CBR15                                                                                                                                                                                                                                                                                                                                                                                             EXISTING RETAINING WALL
                                                                                                                                                                                                                                                                                        150mm COMPACTED GRAVEL
                                              TEMPORARY BATTER                                                                                                                                                                                                                          HARDSTAND CBR15
                                                                                  SECTION                                                            150mm COMPACTED GRAVEL
                                                                                                                                                                                                                                                                                                                                   SECTION                     5
                                              1V IN 2H MAX                                                 1                                                                                                                                                                                                                                                                                            RL6.68
                                                                                                                                                     HARDSTAND CBR15                                                                                                                                                                   SCALE 1:100 A1         EW01
                                                                                    SCALE 1:100 A1        EW01




                                                                                                                                                                               POSCW BDY
                                                                        REINFORCED CONCRETE POOL SHELL TO




                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                                                        STRUCTURAL ENGINEER'S DESIGN AND
                                                                        CERTIFICATION                                                  BALUSTRADING                                           CONSERVATION                                                                                                                                  GROUND FLOOR
                                                                                                                                       TO ARCH SPEC.                                          AREA (POSCWP)                                                                                                                                       FFL13.8
                                                         EW PAD
                                                         RL10.0 (NOM)
                                                                                                                                                                          ExRL9.38
                                                                                             EW PAD                                           RL8.75                                       EXISTING RETAINING WALL                                                                                                                                                          FENCE/BALUSTRADING
                                                                                             RL8.2 (NOM)                                                                                                                                                                                                                                                                    TO ARCH SPEC.                         PROPOSED RETAINING WALL. REFER
                                                                                                                                                                                                    PROPOSED RAPID INFILTRATION PIT 5 OFF @                                                                               EW PAD                APARTMENT                                                         STRUCTURAL ENGINEERS DETAILS
                                                 TEMPORARY BATTER                                                                                                                                                                                                                                                         RL9.85 (NOM)          FFL10.05
                                                 1V IN 2H MAX                                                                                                                     ExRL6.77          1800dia x 2.4m DEEP. REFER DETAIL
                                                                                                                                                                                                                                                                                                                                                                                           TW9.4
                                                                                                                                                                                                   SHEET PILING TO INSTALLERS DESIGN &
                                            150mm COMPACTED GRAVEL                                                                                                                                                                                                                                           150mm COMPACTED GRAVEL                                                                    ExRL8.60 EXISTING RETAINING WALL
                                                                                   SECTION                  2                                                                                      CERTIFICATION.
                                                                                                                                                                                                                                                                                                             HARDSTAND CBR15
                                            HARDSTAND CBR15
                                                                                    SCALE 1:100 A1         EW01
                                                                                                                                                                                                                                                                                                                                       SECTION                   6
                                                                                                                                                                                                                                                                                                                                                                                                           ExRL7.03
                                                                                                                                                                                                                                                                                                                                         SCALE 1:100 A1         EW01
                                                                                                                                           PROPOSED PIERS. REFER STRUCTURAL
                                                                                                                                           ENGINEERS DETAILS

                                                                                                                                                                                                                                                                                                                                                                                              3.0m
                                                                                                                                                                                                                                                                                                                                                                                            SEWER




                                                                                                                                                                                                                                                                                                                                                                                 EMT BDY
                                                                                                                                                                                                                                                                                                                                                                                           EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                                                                                                                                                                                                      RP BDY
                                          GROUND FLOOR                                                                                                                                                                                                                                                                                      GROUND FLOOR
                                                FFL13.8                                           PROPOSED RETAINING WALLS. REFER                                                                                                                                                                                                                 FFL13.8
                                                                                                  STRUCTURAL ENGINEERS DETAILS
                                                                                                                                                                                                                               POOL ROOM TO
                                                                                                                                                                                                                               STRUCTURAL                                                                                                                                                                               PROPOSED WALL & PIERS. REFER
                                                                                 TW12.0                                                                                                                                        ENGINEERS SPEC
                                                                                                                                                                           TW11.5                                                                                                                                                                                                                                       STRUCTURAL ENGINEERS DETAILS
                     EW PAD                    BASEMENT                                        TW10.935 EW PAD
                                               FFL10.4               1.0m                                                                                                                                                                                                                                                              EW PAD                 APARTMENTS
                     RL10.2 (NOM)                                                                RL10.2 RL10.0 (NOM)                                RL10.2                     PUMP ROOM                                                                                                                                               RL9.85 (NOM)           FFL10.05
                                                                                                                                                                                                                                                                                                                                                                                                         ExRL9.72
                                                                                                                                                                                                              ExRL9.33
                                                                                                                                          EW PAD
  150mm COMPACTED GRAVEL                                                            TEMPORARY BATTER                        RL8.4         RL8.2 (NOM)                          RL8.4                                              EXISTING RETAINING WALL                                                                 150mm COMPACTED GRAVEL
  HARDSTAND CBR15                                                                   1V IN 2H MAX                                                                                                                                                                                                                          HARDSTAND CBR15
                                                                                                                                                                                                                                      PROPOSED PIERS. REFER
                                                                                                                                    80kL RAINWATER                                                                                    STRUCTURAL ENGINEERS                                                                                                                                                   EXISTING Ø150 SEWER IL7.871
                                                                            SECTION                   3                             HARVESTING TANK                                                                             L6.10 DETAILS                                                                                          SECTION                                                               IL VARIES
                                                                                                                                                                                                                        ExR                                                                                                                                      7
                                                                             SCALE 1:100 A1          EW01                           TO STRUCTURAL                                                                                                                                                                                                                                                            USIL11.129
                                                                                                                                                                                                                                                                                                                                         SCALE 1:100 A1         EW01
                                                                                                                                    ENGINEERS SPEC                                                                                                                                                                                                                                                           DSIL7.871
                                                                                            150mm COMPACTED GRAVEL
                                                                                            HARDSTAND CBR15
                                                                                                                                                                                                                                                                                                                                                                                             3.0m
                                                                                                                                                                                                                                                                                                                                               STABILIZED BATTER                            SEWER
                                                                 GROUND FLOOR                                                                                                                                                                                                                                      BASEMENT WALL TO
                                                                                                                                                                                                                                                                                                                                               BIDIM A14 GEOFABRIC                         EASEMENT
                                                                       FFL13.8                                                                                                                                                                                                                                     STRUCTURAL




                                                                                                                                                                                                                                                                                                                                                                                 EMT BDY
                                                                                                                                                                                                                      RP BDY




                                                                                                                                                                                                                                                                                                                                               PINNED TO SLOPE




                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                                                                                                                                                                                                                                                                                                   ENGINEERS DETAILS
                                                                                                        150mm COMPACTED GRAVEL
                                                                                                        HARDSTAND CBR15
                                                                                                                                                                     BALUSTRADING                                                                                                                                                                                                                          ExRL13.55
                                                                                                                                                                                                                               PROPOSED RETAINING WALL. REFER
                                               EW PAD                   BASEMENT                                                                                     TO ARCH SPEC.
                                                                                                                         EW PAD                                                                                                STRUCTURAL ENGINEERS DETAILS
                                               RL10.2 (NOM)             FFL10.4                   RL10.3                 RL10.0 (NOM)                            RL10.1                                                                                                                                                                                                                                       EXISTING Ø150
                                                                                                                                                                                            TW9.4                                                                                                                                                                                                             SEWER IL12.3
                                                                                                                                                                                                                                                                                                                          EW PAD                  BASEMENT
                                                                                                                                                                                                                 ExRL9.13                                                                                                 RL10.2 (NOM)            FFL10.4
                                                                                                                                                                                                                                                                                                                                                                                                              IL VARIES
                                    150mm COMPACTED GRAVEL                                                                                                                                                                       EXISTING RETAINING WALL                                                                                                                                                      USIL13.55
                                    HARDSTAND CBR15                                                                                                                                                                                                                                                                                                                                                           DSIL12.297

                                                                                                                                                                                                                                                                                                              150mm COMPACTED GRAVEL                                               TEMPORARY
                                                                                                            SECTION                  4                                                                               ExRL6.33
                                                                                                                                                                                                                                                                                                              HARDSTAND CBR15                                                      BATTER                         0         2          4           6           8      10
                                                                                                              SCALE 1:100 A1       EW01                                                                                                                                                                                                                                            1 IN 1 MAX
                                                                                                                                                                                                                                                                                                                                       SECTION                   8                                                              SCALE 1:100 (A1), 1:200 (A3)
                                                                                                                                                                                                                                                                                                                                         SCALE 1:100 A1         EW01

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.       Design: 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 1
                                                                                                  NOT FOR CONSTRUCTION                                                                                                                          PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                         Revision    Sheet
                                                                                                                            Checked: . . . . . . . . . . .
                                                                                                                                                                                                                                                Tel (07) 5475 4125 Fax (07) 5479 1607    at SERENITY CLOSE, NOOSA                                                                                  DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                      A6107/22/L9/EW02                         B      2 of 3
                                                                                                                                                                                                                                                Email: [email protected]
                                                                                                 STEVEN HARRISON
  B
  A
        01/09/2022
        20/06/2022
                     RFI RESPONSE
                     ISSUE FOR APPROVAL
                                                                            SS
                                                                            PBL
                                                                                     S.H.
                                                                                     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 : 2/9/22 - 11:35am - XREF's:                                                                                                                     Council Ref:

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