2499 - 33 Pavilion St, Pomona - Civil Drawings (BSCE)

                                                                                                                                                                                                                                                                                                                                            FILTER CLOTH OR ORGANIC GEOTEXTILE MATTING FIXED TO PERIMETER
                                                                                                                                                                                                                                                                                                                                            OF WALLS TO AVOID RUNNELLING OF WATER BETWEEN PIT (OR
                                                                                                                                                                                                                                                                                                 TEMPORARY TURF                             BUILDING WALL) AND SOIL INTERFACE. 300 WIDE, 100 COVER.
                                                                                                                                                                                                                                                                                                 UNTIL HOUSES ARE
                                                                                                                                                                                                                                                                                                 CONSTRUCTED                                   C.I. CAP TO EXTEND        FUTURE PLANTING TO
                                                                                                                                 PROVIDE LOCKING                  C.I. CAP TO EXTEND                                                                                                                                                           APPROX. 150mm ABOVE       LANDSCAPE PLANS                    MEDIA LEVEL   TEMPORARY TURF
                                                                                                                                 FUNCTION OR SECURE               APPROX. 150mm ABOVE                                                                                                                                                          BASIN SURFACE                                                              AND TOP SOIL
                                                                                                                                 CAP WITH SCREWS                  BASIN SURFACE
                                                                                                                                                                                                                                                                            50mm TOP SOIL

                                                                                                                                                                                                                                                                                                                                         SANDY LOAM
                                                                                                                                                                                                                                                                           GEOTEXTILE FABRIC                                             BIORETENTION    700
                                                                                                                                                                                                                                                                           WRAPPED OVER COMPLETE                                         FILTER MEDIA
                                                                                                                                                                        SUBSOIL DRAIN CLEANOUT - PVC PIPE                                                                  FILTER MEDIA
                                                                                                                                                                        (NON SLOTTED) AND CONNECTOR                                                                                                                                      COARSE SAND     100
                                                                                                                                  45° BEND, REFER NOTE
                                                                                                                                                                        CLEANOUTS AT HEAD OF SUBSOIL                                                                       BIORETENTION BASIN
                                                                                                                                  BELOW.                                                                                                                                                                                                 5-10mm GRAVEL   200
                                                                                                                                                                        DRAIN                                                                                              FILTER MEDIA AS PER
                                                                                                                                                                                                                                                                           WATER BY DESIGN
                                                                                                                                                                                                                                                                           BIORETENTION                                                                                                Ø100 SLOTTED
                                                                                                                                                                                                                                                                           TECHNICAL DESIGN                                                                                            PVC DRAINS
                                                                                                                                                                                                                                                                           GUIDELINES                                                                                                  GRADE AT 0.5%

                                                                                                                                                                                                                                                                                                    BIORETENTION TEMPORARY
                                                                                                                                                                                                                                                                                                                                                                TYPICAL BIORETENTION SCHEMATIC AND DETAILS
                                                                                                                                           CLEANOUT POINT DETAILS                                                                                                                                   PROTECTION DETAIL (IF AS REQUIRED)                          NOT TO SCALE
                                                                                                                                           NOT TO SCALE                                                                                                                                             NOT TO SCALE
                                                                                                                                           UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR
                                                                                                                                           APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
                                                                                                                                           100-150Ø U.N.O.
                                                                                                                                           PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
                                                                                                                                           FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
                                                                                                                                           SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
                                                                                                                                           WATERTIGHT SEAL.
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c350-c351 bio-basin plan and details.dwg




                                                                                                                                                                                                                                                                                                                                                                                   PROJECT:                                                    JOB NUMBER
                                                                                                  REV DATE DESCRIPTION              BY     CHKD                DETAILS                                                          SCALE                                                               APPROVED                                                                      PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                   Barlow Shelley Pty Ltd
                                                                                                   A   11.07.25   FOR APPROVAL       EC       CS
                                                                                                                                                                                                                                                                                                                                                    ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                  AT 33A PAVILION STREET POMONA                                 2
                                                                                                                                                      DATUM                   AHD
                                                                                                                                                                                                                                                                                                  .................                                 07 5443 8285                  FOR INTEGRATED PROJECTS (QLD) PTY LTD
                                                                                                                                                      DESIGN                  EC                      1:100       1        0         1         2        3         4         5     A1                                                                PO Box 899
                                                                                                                                                                                                      1:200                                                                                       Engineer: TIM BURKE                               Maroochydore 4558              DRAWING TITLE:                                          DRAWING NUMBER   REV
                                                                                                                                                      DRAWN                   EC                                                                                                  A3
                                                                                                                                                                                                                                                                                                                                                    [email protected]
                                                                                                                                                      DESIGN CHECK            CS
                                                                                                                                                                                                                                                                                                     (RPEQ 25245)                                                                 BIO-BASIN PLAN AND DETAILS SHEET 2                          C3 1          A
                                                                                                                                                                                                                                                                                                                                                    barlowshelley.com.au
                                                                                                                                                                                                                                                                                               DRAWING STATUS
                                                                                                                                                      DATE              1 -    -2 2       This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                   FOR APPROVAL