Attachment 7 - Civil Drawings_LR

                                                                                                                                                                                                                                                                                                                    PROPOSED CONCRETE PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                        180mm CONCRETE (S32)
                                                                                                                                                                                                                                                                                   VISQUEEN VAPOUR BARRIER                                                              SL102 MESH TOP 40 COVER
                                                                                                                                                                                                                                                                                                                    EARTHWORKS LEVEL                                    (TO BE CONFIRMED DURING
                                                                                                                                                                                                                                                                                                                                                                        CONSTRUCTION)

                                                                                                                                                                                                                                                                                                                                                                        20mm SAND

                                                                                 DOWEL SOCKETS TO                                                                                                                                                                                           HEAVY DUTY CONCRETE PAVEMENT DETAIL
                                                                                 MANUFACTURERS SPEC.                                                                            R24 GALVANISED DOWELS (400 LONG) AT 450 CTS
                                                                                                                                                                                                                                                                                                                          SCALE 1:10
                                                                                 OR EQUAL                                                                                       CENTRAL ADOPT 20mm RECTANGULAR SPEED SLEEVE
                                                                                                                                                                                (DOWELMASTER OR APPROVED EQUIVALENT) AND
                                                                       SL102 MESH                                        10mm ABELFEX OR EQUIV. &
                                                                                                                                                                                NAILING PLATE. SLAB MOVEMENT TO BE PERMITTED IN
                                                                       40 COVER                                          ELASTOMERIC SEALANT 'PROSIL 10'
                                                                                                                                                                                BOTH HORIZONTAL DIRECTIONS WITH VERTICAL
                                                                                                                         TO MANUFACTURERS SPEC.
                                                                                                                                                                                MOVEMENT LIMITED TO 2mm MAXIMUM. RECTANGULAR                                                                           NOMINAL FACE                    ALL KERBS ADJACENT CONCRETE
                                                                                                                                                                                SLEEVES ARE TO BE STRAIGHT, HORIZONTAL AND                                                                                  OF KERB                    PAVEMENTS TO BE PAINTED
                                                                                                                                                                                PERPENDICULAR TO THE EDGE FORM. (EXTERNAL                                                                                                              'SAFETY YELLOW'

                                                                 180
                                                                                                                                                                                DOWELS TO BE GALVANISED)                                                                                                            110    40
                                                                                                                                                                                                                                                                                                                                R20

                                                                                                200                   200                                                                                                                                                                             1N12




                                                                                                                                                                                                                                                                                                                                                         150
                                                                                                                                        200 UM VISQUEEN                                                                                                                                                                   SETOUT POINT & LEVEL
                                                                                                                                                                                                                                                                                              N12 STARTERS
                                               HEAVY DUTY CONCRETE PAVEMENT EXPANSION JOINT (DJ)                                                                                                                                                                                              AT 300 CTS.




                                                                                                                                                                                                                                                                                                                                                         180
                                                                                                                                                                                                                                                                                              300 x 140.
                                                                                                        N.T.S
                                                                                                                                                                                                                                                                                              KERB TO BE CAST
                                                                                                                                                                                                                                                                                              INTERGRAL WITH SLAB
                                                                                                            TOOL FINISH EDGES / BEAD &                                                                                                                                                                                                  200 UM VISQUEEN
                                                                                                            ELASTOMERIC SEALANT 'PROSIL 10' TO
                                                                                                            MANUFACTURERS SPEC.                                                                                                                                                                 HEAVY DUTY INTEGRAL KERB - TYPE B
                                                                       DOWEL SOCKETS TO                          R24 GALVANISED DOWELS @ 300CTS x 400                                                                                                                                                    PAVEMENT JOINTS TO EXTEND THROUGH KERB
                                                                       MANUFACTURERS SPEC.                       LONG CENTRAL (OR APPROVED EQUIVALENT)
                                                                       OR EQUAL                                  EPOXY FIXED TO EXISTING SLAB.
                                                                                                                                               EXISTING CONCRETE
                                                                                                                                               SLAB TO REMAIN
                                                              180




                                                                                                                                                                                                                                                                                                   FINAL PAVEMENT DESIGN TO BE CONFIRMED
                                                               200 UM VISQUEEN               250               150                                                                                                                                                                                 UPON RECEIPT OF SUBGRADE CBR TEST
                                                                                                                                                                                                                                                                                                   RESULTS AT COMPLETION OF EARTHWORKS
                                    HEAVY DUTY CONCRETE PAVEMENT EPOXIED DOWEL JOINT (EDJ)
                                                                                                      N.T.S.


                                                                                                      JOINT TO BE FILLED WITH
                                                                                                      PARCHEM EMER-SEAL
                                                                                                      PU40 (CONCRETE GREY)

                                                                                                         50 DEEP x 3 WIDE SAWCUT, MUST BE
                                                                    SL102 (40mm COVER)                   COMPLETED WITHIN 24 HOURS OF
                                                                                                         THE COMMENCEMENT OF POUR.

                                                                                                                                                             NOTE:
                                                                    180




                                                                                                                                                             SAW CUTTING DEVISES THAT LEAVE THE CONCRETE SURFACE
                                                                                                                                                             PERMANENTLY DAMAGED OR MARKED WITH SKID PLATE MARKS,
                                                                                                                                                             WHEEL MARKS OR OTHERWISE TEAR, SPALL OR LIFT EDGES OF
                                                                                                                                                                                                                                                                                            S32 CONCRETE PAVEMENT - SPECIAL CONDITIONS
                                                                                                                                                             THE CONCRETE ARE NOT PERMITTED.
                                                                                                600                                                                                                                                                                                          -    f'c = 32mPa
                                                                                                                                SL62 x 600 WIDE
                                                                                                                                (45mm COVER) BTM
                                                                                                                                                                                                                                                                                             -    SHRINKAGE 700um MICROSTRAIN MAX
                                                                                                                                                                                                                                                                                             -    25% MAXIMUM SUPPLEMENTARY CEMENTITIOUS
                                                                                                                                                                                                                                                                                                  PRODUCTS
                                                    HEAVY DUTY CONCRETE PAVEMENT SAWN JOINT (SJ)                                                                                                                                                                                             -    MIX DESIGN TO BE SUITABLE FOR PNEUMATIC TYRED
                                                                                                   N.T.S                                                                                                                                                                                          VEHICLE TRAFFIC WITH MINIMAL SURFACE EROSION
                                                                                                                                                                                                                                                                                             -    CURED IN ACCORDANCE WITH AS3799/AS3600
                                                                                                                                                                                                                                                                                                  - 7 DAY CONTINUOUS WATER PONDING
                                                                                                                                                                                                                                                                                                  OR
                                                                                                                                                                                                                                                                                                  - CURING COMPOUND TO ACHIEVE 90% (MINIMUM)
                                                                                                                                                                                                                                                                                                  MOISTURE RETENTIONS FOR 72 HOURS (MINIMUM)
                                                                                                                                                                                                                                                                                                  'ACURE W' OR SIMILAR APPROVED.




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 HEAVY 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:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                 at 5 PRODUCTION STREET, NOOSAVILLE
                                                                                                                                                                                                                                               Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                                DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                     A6880/24/R07              7 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-R07 ROADWORKS HEAVY DUTY PAVEMENT DETAILS.dwg - DATE : 3/6/24 - 3:35pm - XREF's:                                                                                Council Ref: .......................