A6880 - Eng - June 2024

                                                                                                                                                                                                                                                                                              REFER LONG
                                                                                                                                                                       REFER LONG                                                                                                            SECTIONS FOR
                                                                                                                                                                      SECTIONS FOR                                                                                                            GRATE SIZE
                                                                                                                                                                       GRATE SIZE                                                                                                      150      & CLASS           150
                                                                                                                                                          150            & CLASS                      150
                                                                                                                                                                                                                                                                                  50                       50
                                                                                                                                                    50                           50                                                                                                                                      300
                                                                                                                                                                                                                                                                                                                                     G.L.




                                                                                                                                                                                                                               50
                                                                                                                                                                                                                                                                                                                                                      PROVIDE COMPACTED




                                                                                                                                                                                                                                       150
                                                                                                                                                                                                                                                                                                                                                      BEDDING TO UNDERSIDE OF
                                                                                                                                                                                                                                                                                                                                                      PAVEMENT ON UPSTREAM
                                                                                                                                                                                                                                                                                                   GRATE                                              SIDE OF PIT




                                                                                                                                                                                                                                       SECTIONS FOR
                                                                                                                                                                                                                                       GRATE SIZE &
                                                                                                                                                                                                                                        REFER LONG


                                                                                                                                                                                                                                          CLASS
                                                                                                                                                                                                                              50
                                                                                                                                                                                                                                                                                                                                            100dia SOCKED & CAPPED




                                                                                                                                                                                                                                       150
                                                                                                                                                                                                                                                                                                                                            SUBSOIL DRAIN SLOTTED
                                                                                                                                                                                                                                                                                 PIPE DIAMETER AS                                           uPVC BEDDING DRAIN x 1m




                                                                                                                                                                                                                                                                                                                           150
                                                                                                             HEAVY DUTY GRATE TO                                                                      PROVIDE 100dia SOCKED & CAPPED                                             NOMINATED                                                  LONG DOWNSTREAM (ALL
                                                                                                             MANUFACTURERS SPEC. REFER                                                                SLOTTED uPVC BEDDING DRAIN x 1m                                                                                                       PITS)
                                                                                                             LONG SECTION FOR GRATE CLASS                                                             LONG (TYP) (DOWNSTREAM) ALL PITS

                                                                                                                                                                                                         ALL PIT GRATES TO BE HOT DIP GALVANISED

                                                                                                                                                                                           PLAN                                                                                              SECTION
                                                                                                                                                                                                     TYPICAL GRATED PIT DETAILS
                                                                                                                                                                                                                                             SCALE 1:20
                                                                                                                MAXIMUM DEPTHS
                                                                                                               INTERNAL                MAXIMUM
                                                                                                              DIMENSIONS                DEPTH
                                                                                                               450 x 450               < 600
                                                                                                               600 x 600               > 600 <900                                                                 ALL LIDS/GRATES TO
                                                                                                               900 x 600               >900 <1200                                                                 BE BOLT DOWN TYPE
                                                                                                               900 x 900               >1200




                                                                                                                                                                    10mm COMPRESSIBLE WRAP


                                                                                                                                                                               HEAVY DUTY CONCRETE                                                                                                              20mm THICK BRIDGING PLATE (1000mm WIDE MIN)
                                                                                  15MPa LEAN MIX CONCRETE                                                                      PAVEMENT                                                                                                                         WHERE TRAVERSED BY CONSTRUCTION TRAFFIC
                                                                                                                                                                               REFER DETAIL R07                                                                                                                       PRIOR TO PAVEMENT COMPLETION

                                                                                                                                                                                                                                                                                                           1000                                                      1000
                                                                GRANULAR BEDDING MATERIAL IN                                                                                                                                                                                                                                                                         MIN
                                                                    ACCORDANCE WITH GRADING                                                                                                                                                                                                                MIN
                                                                                                                                                                                     180




                                                                LIMITS (REFER DRAINAGE NOTES).
                                                                         COMPACT TO 70% MDD IN                                                                                                                                                                                                                                                                                       TYPE 2.5 GRANULAR LOWER
                                                                                                                                                                                                                                                              GRANULAR BEDDING MATERIAL IN                                                                                           SUB BASE <100mm COMPACT




                                                                                                                                                                                                                                                                                                                                                               MIN
                                                                                                                                                                                                                                                                                                                                                               300
                                                                ACCORDANCE AS1289.5.7.11 (STD)




                                                                                                                                                                                                                                                                                                                   300
                                                                                                                                                                                                                                                                  ACCORDANCE WITH GRADING                                                                                            TO 100% MDD IN
                                                                                                                                                                            MIN
                                                                                                                                                                            100




                                                                                                                                                                                                                                                              LIMITS (REFER DRAINAGE NOTES).                                                                                         ACCORDANCE AS1289.1 (STD)
                                                                                                                                            300               300                                                                                                      COMPACT TO 70% MDD IN




                                                                                                                                                                                                                                                                                                                                                               MIN
                                                                                                                                                                                                                                                                                                                                                               100
                                                                                                                                            MIN               MIN                                                                                             ACCORDANCE AS1289.5.7.11 (STD)

                                                                                                                LINE 3 & 4 TRENCH DETAIL
                                                                                                                                             SCALE 1:25 A1
                                                                                                                                                                                                                                                                                                                               300              300
                                                                                                                                                                                                                                                                                                                               MIN              MIN


                                                                                                                                                                                                                                                                                                             STORMWATER TRENCH DETAIL
                                                                                                                                                                                                                                                                                                                                      SCALE 1:25 A1




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                                                                                                                                 DRAINAGE DETAILS
                                                                               FOR APPROVAL                     Date: MAY 2024                                                                                                               26 Memorial Avenue, Cotton Tree            PROPOSED KINETIC BUS DEPOT DEVELOPMENT
                                                                                    NOT FOR CONSTRUCTION                                                                                                                                     PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                    Revision    Sheet
                                                                                                            Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                             Tel (07) 5475 4125 Fax (07) 5479 1607      at 5 PRODUCTION STREET, NOOSAVILLE                                                                         DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                    A6880/24/D02     A        2 of 4
                                                                                   STEVEN HARRISON
                                                                                                                                                                                                                                             Email: [email protected]
  A    20/06/2024   ISSUE FOR APPROVAL                           PBL    S.H.
                                                                               .......................
                                                                                   DIRECTOR APPROVAL             Datum AHD
                                                                                                                                                                                                                                             Web: http://www.alta.net.au                for INTEGRAL CONSTRUCTION
 REV    DATE                             DESCRIPTION             BY    CHKD        RPEQ - 4784                    A1 SHEET SIZE              FILENAME : A6880-24-D02 - DRAINAGE DETAILS.dwg - DATE : 20/6/24 - 3:26pm - XREF's: H-Approved-SH; H-Checked-SH                                                                                               Council Ref: .......................