Attachment 7 - Civil Drawings_LR

                                                                                                                                                                                                                                                                                                PROPOSED CONCRETE PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                            125mm CONCRETE (S32)
                                                                                                                                                                                                                                                            VISQUEEN VAPOUR BARRIER                                                         SL82 MESH TOP 40 COVER
                                                                                                                                                                                                                                                                                                EARTHWORKS LEVEL
                                                                                                                                                                                                                                                                                                                                            (TO BE CONFIRMED DURING
                                                                                                                                                                                                                                                                                                                                            CONSTRUCTION)

                                                                                                                                                                                                                                                                                                                                            20mm SAND
                                                                      DOWEL SOCKETS TO
                                                                      MANUFACTURERS SPEC.                                                                       R16 GALVANISED DOWELS (400 LONG) AT 300 CTS
                                                                                                                                                                                                                                                                    LIGHT DUTY CONCRETE PAVEMENT DETAIL
                                                                      OR EQUAL                                                                                  CENTRAL ADOPT 20mm RECTANGULAR SPEED SLEEVE                                                                                            SCALE 1:10
                                                                                                             10mm ABELFEX OR EQUIV. &                           (DOWELMASTER OR APPROVED EQUIVALENT) AND
                                                           SL82 MESH                                         ELASTOMERIC SEALANT 'PROSIL 10'                    NAILING PLATE. SLAB MOVEMENT TO BE PERMITTED IN
                                                           40 COVER                                          TO MANUFACTURERS SPEC.                             BOTH HORIZONTAL DIRECTIONS WITH VERTICAL
                                                                                                                                                                MOVEMENT LIMITED TO 2mm MAXIMUM. RECTANGULAR
                                                                                                                                                                SLEEVES ARE TO BE STRAIGHT, HORIZONTAL AND                                                                                                                                                                        S32 CONCRETE PAVEMENT - SPECIAL CONDITIONS
                                                                                                                                                                                                                                                                                                                                      SL72 MESH
                                                                                                                                                                PERPENDICULAR TO THE EDGE FORM. (EXTERNAL                                                          VISQUEEN VAPOUR BARRIER                                                                                         -    f'c = 32mPa
                                                     125
                                                                                                                                                                                                                                                                                                                                      40 COVER
                                                                                                                                                                DOWELS TO BE GALVANISED)                                                                                                            FINISHED PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                   -    SHRINKAGE 700um MICROSTRAIN MAX
                                                                                                                                                                                                                                                             100mm CONCRETE (F'C = 25MPa)                                                                                          -    25% MAXIMUM SUPPLEMENTARY CEMENTITIOUS




                                                                                                                                                                                                                                                                                                                                    100
                                                                                                                                                                                                                                                                                                 EARTHWORKS LEVEL
                                                                                      200              200
                                                                                                                      200 UM VISQUEEN
                                                                                                                                                                                                                                                                                                                                                                                        PRODUCTS
                                                                                                                                                                                                                                                                                                                                          20mm SAND LAYER
                                                                                                                                                                                                                                                                                                                                                                                   -    MIX DESIGN TO BE SUITABLE FOR PNEUMATIC TYRED
                                        LIGHT DUTY CONCRETE PAVEMENT EXPANSION JOINT (DJ)                                                                                                                                                                                                                                                                                               VEHICLE TRAFFIC WITH MINIMAL SURFACE EROSION
                                                                                            N.T.S                                                                                                                                                                                                                                                                                  -    CURED IN ACCORDANCE WITH AS3799/AS3600
                                                                                                                                                                                                                                                                                         CONCRETE FOOTPATH                                                                              - 7 DAY CONTINUOUS WATER PONDING
                                                                      JOINT TO BE FILLED WITH                                                                                                                                                                                                           SCALE 1:10
                                                                                                                                                                                                                                                                                                                                                                                        OR
                                                                      PARCHEM EMER-SEAL                                                                                                                                                                                                  ·     PROVIDE BOLSTER JOINTS @ 3m CTS                                                          - CURING COMPOUND TO ACHIEVE 90% (MINIMUM)
                                                                      PU40 (CONCRETE GREY)                                                                                                                                                                                               ·     PROVIDE EXPANSION JOINTS @ 12m CTS                                                       MOISTURE RETENTIONS FOR 72 HOURS (MINIMUM)
                                                                                                                                                                                                                                                                                                                                                                                        'ACURE W' OR SIMILAR APPROVED.
                                                                                               50 DEEP x 3 WIDE SAWCUT, MUST BE
                                                                                               COMPLETED WITHIN 24 HOURS OF THE
                                                       SL82 (40mm COVER)                       COMMENCEMENT OF POUR.
                                                                                                                                        NOTE:                                                                                                                                                                     TOOL FINISH CONCRETE
                                                                                                                                        SAW CUTTING DEVISES THAT LEAVE THE CONCRETE SURFACE                                                                                      CUT EVERY SECOND                 BREAK SLAB FULL DEPTH
                                                                                                                                        PERMANENTLY DAMAGED OR MARKED WITH SKID PLATE MARKS,                                                                                     WIRE OF MESH                     WHILE STILL "GREEN"
                                                      125




                                                                                                                                        WHEEL MARKS OR OTHERWISE TEAR, SPALL OR LIFT EDGES OF                                                                                                                                                                                            FINAL PAVEMENT DESIGN TO BE CONFIRMED
                                                                                                                                        THE CONCRETE ARE NOT PERMITTED.
                                                                                                                                                                                                                                                                                                                                                                                         UPON RECEIPT OF SUBGRADE CBR TEST
                                                                                                                                                                                                                                                                                                                                                                                         RESULTS AT COMPLETION OF EARTHWORKS




                                                                                                                                                                                                                                                                           100
                                                                                      600                        SL62 x 600 WIDE
                                                                                                                 (45mm COVER) BTM

                                                                                                                                                                                                                                                                                                                        200 UM VISQUEEN
                                           LIGHT DUTY CONCRETE PAVEMENT SAWN JOINT (SJ)                                                                                                                                                                         CONCRETE FOOTPATH BOLSTER JOINT (BJ)
                                                                                       N.T.S                                                                                                                                                                                                             N.T.S.

                                                                                            TOOL FINISH EDGES / TEMPORARILY BEAD                                                                                                                                                    DOWEL SOCKETS TO
                                                                                            & ELASTOMERIC SEAL                                                                                                                                                                      MANUFACTURERS SPEC.        R16 GALVANISED DOWELS
                                                                                                                                                                                                                                                                                    OR EQUAL                   (400 LONG) AT 300 CTS
                                                     DOWEL SOCKETS TO                               R16 GALVANISED DOWELS @ 300CTS X 375                                                                                                                                                                             10mm ABELFEX OR EQUIV. &
                                                     MANUFACTURERS SPEC.                            LONG CENTRAL (OR APPROVED EQUIVALENT)                                                                                                                                 SL82 MESH                                  ELASTOMERIC SEALANT 'PROSIL 10'
                                                     OR EQUAL                                       EPOXY FIXED TO EXISTING SLAB.                                                                                                                                         40 COVER                                   TO MANUFACTURERS SPEC.
                                                                                                                         EXISTING CONCRETE
                                                                                                                         SLAB TO REMAIN




                                                                                                                                                                                                                                                                    100
                                               125




                                                                                                                                                                                                                                                                                                 200              200
                                                                                                                                                                                                                                                                                                                                200 UM VISQUEEN
                                                200 UM VISQUEEN                 225            150
                                                                                                                                                                                                                                                           CONCRETE FOOTPATH PAVEMENT EXPANSION JOINT (EJ)
                      LIGHT DUTY CONCRETE PAVEMENT EPOXIED DOWEL JOINT (EDJ)                                                                                                                                                                                                                           N.T.S
                                                                                      N.T.S.




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 LIGHT DUTY PAVEMENT 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 1607at 5 PRODUCTION STREET, NOOSAVILLE                                                                     DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                            A6880/24/R06              6 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-R06 ROADWORKS LIGHT DUTY PAVEMENT DETAILS.dwg - DATE : 3/6/24 - 3:35pm - XREF's:                                                                                          Council Ref: .......................