Attachment 7 - Civil Drawings_LR

                                                                                                                                                                                                                                                                                                   BOUNDARY
                                                                                                                                                                                                                                                                                                   PROPERTY
                                                                                                                                                                                                                                              PROPOSED HEAVY DUTY CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                PROPOSED SECURITY FENCE                                                EXISTING BUILDING
                                                                                                                                                                                                                                                                TO MANUFACTURERS SPEC
                                                                                                                                                                                                                                                                                                                                       VEHICULAR GUARDRAIL TO
                                                                                                                                                   PROPOSED WASH BAY AREA.
                                                                                                                                                                                                                                                                                                                                       MANUFACTURERS SPEC
                                                                                                                                            DRAINAGE TO HYDRAULIC CONSULTANTS SPEC.
                                                                                                                                                                                                                                                                           PROPOSED TYPE 'B'                                           PROPOSED CONSCRETE SLEEPER
                                                                                                           PROPOSED                                                                                                                                                                                                                    RETAINING WALL TYPE 'RW1'
                                                                                                                                                                                                                                                                           INTEGRAL KERB
                                                                                                           WORKSHOP                                                                                                                              FALL                                                                                  REFER DETAILS
                                                                                                                                                                                                                                                                              FALL
                                                                                                           FFL7.35                                                                                                                               1% MIN
                                                                                                                                                  RL7.30                                                            RL7.30                                                    1% MIN
                                                                                                                                                                                RL7.25 NOM                                                       4% MAX
                                                                                                                                                                                                                                   RL7.00                                     4% MAX     RL7.00
                                                                                                                                                                                                                                                                RL6.87




                                                                                                                                                                                                                                                                                                                         1500 MAX
                                                                                                                                                                                                                                                                                                                          VARIES
                                                                                                                                                                                                                              PROPOSED Ø300                                                    2
                                                                                                                                                                                                                                                                                                                                            GROUND FLOOR RL 6.00
                                                                                                                                                                           SECTION                           A      STW PIPE                                                                          1
                                                                                                                                                                               SCALE 1:50 A1              EW01, R02       REFER DETAIL                                                                                                         T.O.F. RL 5.60
                                                                                                                                                                                                                          ON DWG D02
                                                                                                                                                                                                                                                                                                                                              B.O.F. APPROX.




                                                                                                                                                                                                                                                                                                                                1500
                                                                                                                                                                                                                               EXISTING Ø150
                                                                                                                                                                                                                                                                                                                                              RL 4.65
                                                                                                                                                                                                                               SEWER (VC)
                                                                                                                                                                                                                               IL2.64                       EXISTING 900Ø RCP
                                                                                                                                                                                                                                                            STORMWATER PIPE
                                                                                                                                                                                                                                                                         TEMPORARY
                                                                                                                                                                                                                                                                         BATTER




                                                                                                                                                                                                                                                                                                   BOUNDARY
                                                                                                                                                                                                                                                                                                   PROPERTY
                                                                                                                                                                                                                                                                 PROPOSED SECURITY FENCE                                               EXISTING BUILDING
                                                                                                                                                                                                                                                                 TO MANUFACTURERS SPEC
                                                                                                                                                                                     PROPOSED HEAVY DUTY CONCRETE PAVEMENT                                                                                                             VEHICULAR GUARDRAIL TO
                                                                                                                                                                                                                                                                                                                                       MANUFACTURERS SPEC
                                                                                                                                                                                                                                                                        PROPOSED TYPE 'B'
                                                                                                                                                                                                                                                                        INTEGRAL KERB                                                  PROPOSED CONSCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                       RETAINING WALL TYPE 'RW1'
                                                                                                                                                                                                                                              FALL                                FALL                                                 REFER DETAILS
                                                                                                                                                                                                                                              1% MIN                              1% MIN
                                                                                                                                                                                                                                              4% MAX                              4% MAX
                                                                                                                                                                                                                                                               RL6.78                        RL6.93




                                                                                                                                                                                                                                                                                                                     1500 MAX
                                                                                                                                                                                                                                                                                                                      VARIES
                                                                                                                                                                                                                                    PROPOSED Ø300                                              2
                                                                                                                                                                                                                                                                                                                                            GROUND FLOOR RL 6.00
                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                           SECTION                                                  STW PIPE
                                                                                                                                                                               SCALE 1:50 A1                 B                           REFER DETAIL                                                                                          T.O.F. RL 5.60
                                                                                                                                                                                                          EW01, R02                      ON DWG D02                     I.L. 5.02
                                                                                                                                                                                                                                                                        APPROX.                                                               B.O.F. APPROX.




                                                                                                                                                                                                                                                                                                                           1500
                                                                                                                                                                                                                                                                                                                                              RL 4.65
                                                                                                                                                                                                                                                               EXISTING 900Ø RCP
                                                                                                                                                                                                                                 EXISTING Ø150                 STORMWATER PIPE
                                                                                                                                                                                                                                 SEWER (VC)
                                                                                                                                                                                                                                 IL2.67                                     TEMPORARY
                                                                                                                                                                                                                                                                            BATTER




                                                                                                                                                                                                                                                                                                              BOUNDARY
                                                                                                                                                                                                                                                                                                              PROPERTY
                                                                                                                                                                                                                                                                    PROPOSED SECURITY FENCE
                                                                                                                                                                                                                                                                    TO MANUFACTURERS SPEC
                                                                                                                                                                                    PROPOSED HEAVY DUTY CONCRETE PAVEMENT                                                                                                          EXISTING DRIVEWAY

                                                                                                                                                                                                                                                                    PROPOSED TYPE 'B'                                              VEHICULAR GUARDRAIL TO
                                                                                                                                                                                                                                                                    INTEGRAL KERB                                                  MANUFACTURERS SPEC

                                                                                                                                                                                                                FALL                                                          FALL
                                                                                                                                                                                                                1% MIN                                                        1% MIN                                               PROPOSED CONSCRETE SLEEPER
                                                                                                                                                                                                                4% MAX                                                        4% MAX                                               RETAINING WALL TYPE 'RW1'
                                                                                                                                                                                                                                                                                             RL6.75                                REFER DETAILS
                                                                                                                                                                                                                                                               RL6.60




                                                                                                                                                                                                                                                                                                                  1500 MAX
                                                                                                                                                                                                                                                                                                                   VARIES
                                                                                                                                                                                                                                                                                              2
                                                                                                                                                                                                                                                                                                                                           EXISTING DRIVEWAY
                                                                                                                                                                                                                                PROPOSED Ø300                                                      1
                                                                                                                                                                                                                                                                                                                                           APPROX. RL5.80
                                                                                                                                                                                                                                STW PIPE
                                                                                                                                                PROPOSED Ø750
                                                                                                                                                                                                                                    REFER DETAIL
                                                                                                                                                STW PIPE
                                                                                                                                                                                                                                    ON DWG D02                           IL4.94




                                                                                                                                                                                                                                                                                                                         1500
                                                                                                                                                                                                                                                           EXISTING 900Ø RCP
                                                                                                                                                                                                                                                           STORMWATER PIPE                                                                                                                                  0         1.0       2.0        3.0         4.0       5.0m

                                                                                                                                                                           SECTION                           C                                                          TEMPORARY
                                                                                                                                                                               SCALE 1:50 A1                                                                            BATTER                                                                                                                                              SCALE 1:50 A1, 1:100 A3
                                                                                                                                                                                                          EW01, R02
                                                                                                                                                                                                                                          EXISTING Ø150
                                                                                                                                                                                                                                          SEWER (VC)
                                                                                                                                                                                                                                          APPROX IL2.64

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                                                                                                                                                                                                                                                                         ROADWORKS SECTIONS SHEET 1
                                                                              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/R03                                     3 of 7
                                                                                                                                                                                                                                          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-R03-R04 ROADWORKS TYPICAL SECTIONS.dwg - DATE : 3/6/24 - 3:36pm - XREF's:                                                                                                                Council Ref: .......................