Attachment 7 - Civil Drawings_LR

                                                                                                                                                                PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                              SECURITY FENCE TO MANUFACTURERS
                                                                                                                                                                                                                                                                                                                                                                                              SPEC
                                                                                                                                                                                    SECURITY FENCE TO MANUFACTURERS
                                                                                                                                                                                    SPEC




                                                                                                                                                                                                                                                                                                                                                                          PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                      WATERPROOFING & DRAINAGE
                                                                                                                                                                                                                                                                                                       LAYER TO BUILDERS SPECS.
                                                         ARMCO OR SIMILAR VEHICULAR BARRIER                                                                150 UC 23.4 @
                                                         TO MANUFACTURERS SPEC                                                                             2000 MAX CTS                                                                                                                                       TYPICAL CONCRETE




                                                                                                                   1100 NOM
                                                                                                                                                           HD GALVANISED                                                                                                                                 SLEEPERS REFER DETAILS                                                                                                                                                                                              2N12 HORIZONTAL W8 AT 400 CTS. VERTICAL




                                                                                                                                                                                                                                                                                                                                                                    1500 MAX.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             (30 COVER)
                                                                                                                                                                                                                                                                                                                          100 UC 14.8                                                                                                                                                                                        (N40 CONCRETE.)
                                                                                                                                                                                                                                                                                                                    AT 2000 MAX CTS.
                                                                                                                                                                                                                                                                                                   GRANULAR BACKFILL. 100Ø AGG.
                                                                                                                                                                                                                                                                                                      DRAIN IN GEO FABRIC SOCK.
                                                                             HEIGHT VARIES
                                                                                                                                                                      N16 TIE BAR x 600 LONG                                                                                                        DISCHARGE TO STORMWATER.
                                                                             RL7.15 TO RL6.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 200
                                                                                                                                                                      WELDED TO EACH UC (HD GALVINISED)




                                                                                                                                                                                                                                                                                                                                  200 MIN.
                                                                               = =
                                                                                                600




                                                                                                                                                                                                                                                                                                                                                         300 MIN.
                                                                                                                         ATLANTIS 30um FLO-WALL DRAINAGE
                                                                                                                         BLANKET & GEOTEXTILE OR APPROVED                                                                                                                                                                                                                                                                                                                                            80
                                                         GRANULAR BACKFILL. 100Ø AGG. DRAIN                              EQUIVALENT
                                                                  IN GEO FABRIC SOCK & 7mm                                                                 TYPICAL CONCRETE                                                                                                                                          10mm END
                                                                SCREENINGS. DISCHARGE TO                                                                   SLEEPERS REFER                                                                                                                                               PLATE                               150
                                                                              STORMWATER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        TYPICAL 80mm THICK SLEEPER DETAIL
                                                                                                                                                           DETAILS
                                  TEMPORARY BATTER




                                                                                                                                                                                                                                                                                                                                                                              1500
                                            1V IN 2H                                                                                                      150 UC 23.4 OR
                                                                                                                                                          2000 MAX CTS.                                                                                                                                                                                                                                                                                                                        SCALE 1:20 (A1) SCALE 1:40 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2000 MAX LENGTH
                                                                                                                                                                                                                                                                                                            2N12 WELDED TO
                                                                                                                                                                          TOP OF FOOTING / EXISTING FSL                                                                                                   EACH FLANGE (6mm
                                                                                                                                                                          RL5.60 TO 5.80                                                                                                                              CFW)
                                                                                                                                T.O.F.
                                                                                                                                GROUND
                                                                                                                                B.O.F.
                                                                                                                                RL 4.65RL
                                                                                                                                       APPROX.
                                                                                                                                          5.60
                                                                                                                                          FLOOR RL 6.00




                                                                                                                              300 MIN.
                                                                                            200 MIN.




                                                                                                                                                                                                                                                                                                                                                        100
                                                                                                                                                                                                                                                                                                                                                  450
                                                                                12mm END
                                                                                                                                                          150
                                                                                   PLATE

                                                                  450Ø x 1500 BORED PIER
                                            IL4.94 MIN
                                                                                                                                                                                                                                                                                 TYPICAL SLEEPER RETAINING WALL -
                                                                                                                                                                             1500


                                                                                N25 CONC


                                                                             2N16 WELDED
                                                                                                                                                                                                                                                                                 WALL RW2 SECTION (1000 - 1500 HIGH)
              EXISTING 900Ø RCP
                                                                                  TO EACH                                                                                                                                                                                                                                       SCALE 1:20 (A1) SCALE 1:40 (A3)
              STORMWATER PIPE
                                                                             FLANGE (6mm
                                                                                     CFW)
                                                                                                                                                                                                                                                                                                                                             PROPOSED CONCRETE SLEEPER                                                                                                                                                                PROPOSED CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                             RETAINING WALL                                                                                                                                                                           RETAINING WALL
                                                                                                                         100




                                                                                                             450




                                                         TYPICAL SLEEPER RETAINING WALL -
                                                         WALL RW1 SECTION (1500 MAX HIGH)
                                                                                                       SCALE 1:40 (A3)
                                                                                                       SCALE 1:20 (A1)




                                                                        NOTE:
                                                                        RETAINING WALL BACKFILL TO BE
                                                                        PLACED AT OR NEAR OPTIMUM
                                                                        MOISTURE CONTENT IN LIFTS NOT
                                                                        EXCEEDING 300mm AND COMPACTED                                                                                                                                                                                                                          RL 5.25                                                                                                                                                                                     RL 5.25

                                                                        TO 95% MDD USING LIGHTWEIGHT
                                                                        PLANT SUCH AS WALK-BEHIND
                                                                        ROLLERS, VIBRATING PLATE..ETC.

                                                                                                                                                                                                                                                                                                               EQUAL                            EQUAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EQUAL                         EQUAL


                                                                                                                                                                                                                         BORED PIERS TO BE FOUNDED BELOW                                                                                                                                                                            BORED PIERS TO BE FOUNDED BELOW
                                                                                                                                                                                                                         EXISTING Ø900 STORMWATER PIPE                                                                                                                                                                              EXISTING Ø150 SEWER MAIN




                                                                                                                                                                                                                                                                                                                                      APPROX
                                                                                                                                                                                                                                                                                                                                      IL 4.69                                                                                                                                                                                    APPROX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IL 2.40



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXACT POSITION AND DEPTH OF ANY
                                                                                                                                                                                                                                                                                                                                                                                                  EXACT POSITION AND DEPTH OF ANY                                                                                                                                EXISTING SERVICES TO BE
                                                                                                                                                                                                                                                                                                                               2000 MAX                                                                                                                                                                                  2000 MAX
                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SERVICES TO BE                                                                                                                                        DETERMINED PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                  DETERMINED PRIOR TO THE                                                                                                                                        COMMENCEMENT OF CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                  COMMENCEMENT OF CONSTRUCTION



                                                                                                                                                                                                                                                        SLEEPER RETAINING WALL ELEVATION OVER STW PIPE                                                                                                                                                    SLEEPER RETAINING WALL OVER SEWER CROSSING
                                                                                                                                                                                                                                                        SCALE A1 - 1:20 A3 - 1:40                                                                                                                                                                         SCALE A1 - 1:20 A3 - 1:40



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                                                                                                                                                                                                                                                                                                                 RETAINING WALL 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:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                     Tel (07) 5475 4125 Fax (07) 5479 1607                                          at 5 PRODUCTION STREET, NOOSAVILLE                                                                                 DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A6880/24/EW04                                          4 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-EW04 - EARTHWORKS RETAINING WALL DETAILS.dwg - DATE : 3/6/24 - 3:40pm - XREF's:                                                                                                                                          Council Ref: .......................