Attachment 7 - Civil Drawings_LR

                                                                                                                                                                                                                                                                                     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
                                                                LIMITS (REFER DRAINAGE NOTES).
                                                                                                                                                                                    180




                                                                         COMPACT TO 70% MDD IN                                                                                                                                                                                                                                                                             TYPE 2.5 GRANULAR LOWER
                                                                ACCORDANCE AS1289.5.7.11 (STD)                                                                                                                                                       GRANULAR BEDDING MATERIAL IN                                                                                          SUB BASE <100mm COMPACT




                                                                                                                                                                                                                                                                                                                                                   MIN
                                                                                                                                                                                                                                                                                                                                                   300
                                                                                                                                                                                                                                                                                                         300
                                                                                                                                                                                                                                                         ACCORDANCE WITH GRADING                                                                                           TO 100% MDD IN
                                                                                                                                                                                                                                                     LIMITS (REFER DRAINAGE NOTES).
                                                                                                                                                                          MIN
                                                                                                                                                                          100




                                                                                                                                                                                                                                                                                                                                                                           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                                                                                                                                                                                                                                                                DRAINAGE DETAILS
                                                                              PRELIMINARY                       Date: MAY 2024
                                                                                                                                                                                                                                            A.B.N. 91 611 354 511
                                                                                                                                                                                                                                            26 Memorial Avenue, Cotton Tree    PROPOSED KINETIC BUS DEPOT DEVELOPMENT
                                                                                    NOT FOR CONSTRUCTION                                                                                                                                    PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                           Revision    Sheet
                                                                                                            Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                               at 5 PRODUCTION STREET, NOOSAVILLE
                                                                                                                                                                                                                                            Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                                        DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                          A6880/24/D02              2 of 4
                                                                                                                                                                                                                                            Email: [email protected]
                                                                               .......................
                                                                                   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 : 3/6/24 - 3:44pm - XREF's:                                                                                                                  Council Ref: .......................