Attachment D - Stormwater Management Plan · 132008.175.04

                                                                                                                                                                                                                                                                                                                                     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


                                                                     180
                                                                                                                                                                                                                                                                                                                                                        'SAFETY YELLOW'
                                                                                                                                                                                     DOWELS TO BE GALVANISED)                                                                                                                        110    40
                                                                                                                                                                                                                                                                                                                                                 R20




                                                                                                                                                                                                                                                                                                                                                                         150
                                                                                                    200                   200                                                                                                                                                                                         1N12
                                                                                                                                            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                                                                                                                                               NOMINAL FACE                            ALL KERBS ADJACENT CONCRETE
                                                                                                                                                                                                                                                                                                                     OF KERB                            PAVEMENTS TO BE PAINTED
                                                               180




                                                                                                                                                                                                                                                                                                                                                        'SAFETY YELLOW'
                                                                                                                                                                                                                                                                                                                               260          40
                                                                                                                                                                                                                                                                                                                                                 R20




                                                                                                                                                                                                                                                                                                                                                                         150
                                                                                                 250               150                                                                                                                                                                                         1N12
                                                               200 UM VISQUEEN                                                                                                                                                                                                                                                             SETOUT POINT & LEVEL
                                                                                                                                                                                                                                                                                                      N12 STARTERS
                                            HEAVY DUTY CONCRETE PAVEMENT EPOXIED DOWEL JOINT (EDJ)                                                                                                                                                                                                    AT 300 CTS.




                                                                                                                                                                                                                                                                                                                                                                         180
                                                                                                          N.T.S.                                                                                                                                                                                      300 x 140.

                                                                                                                                                                                                                                                                                                      KERB TO BE CAST
                                                                                                          JOINT TO BE FILLED WITH                                                                                                                                                                     INTERGRAL WITH SLAB
                                                                                                          PARCHEM EMER-SEAL                                                                                                                                                                                                                              200 UM VISQUEEN
                                                                                                          PU40 (CONCRETE GREY)
                                                                                                                                                                                                                                                                                                               HEAVY DUTY INTEGRAL KERB - TYPE B3
                                                                                                             50 DEEP x 3 WIDE SAWCUT, MUST BE                                                                                                                                                                           PAVEMENT JOINTS TO EXTEND THROUGH KERB
                                                                     SL102 (40mm COVER)                      COMPLETED WITHIN 24 HOURS OF
                                                                                                             THE COMMENCEMENT OF POUR.

                                                                                                                                                                 NOTE:                                                                                                                                            FINAL PAVEMENT DESIGN TO BE CONFIRMED
                                                                       180




                                                                                                                                                                 SAW CUTTING DEVISES THAT LEAVE THE CONCRETE SURFACE                                                                                              UPON RECEIPT OF SUBGRADE CBR TEST
                                                                                                                                                                 PERMANENTLY DAMAGED OR MARKED WITH SKID PLATE MARKS,
                                                                                                                                                                 WHEEL MARKS OR OTHERWISE TEAR, SPALL OR LIFT EDGES OF
                                                                                                                                                                                                                                                                                                                  RESULTS AT COMPLETION OF EARTHWORKS
                                                                                                                                                                 THE CONCRETE ARE NOT PERMITTED.
                                                                                                    600
                                                                                                                                    SL62 x 600 WIDE
                                                                                                                                    (45mm COVER) BTM

                                                                                                                                                                                                                                                                                                           S32 CONCRETE PAVEMENT - SPECIAL CONDITIONS
                                                                                                                                                                                                                                                                                                            -    f'c = 32mPa
                                                         HEAVY DUTY CONCRETE PAVEMENT SAWN JOINT (SJ)
                                                                                                                                                                                                                                                                                                            -    SHRINKAGE 700um MICROSTRAIN MAX
                                                                                                       N.T.S
                                                                                                                                                                                                                                                                                                            -    25% MAXIMUM SUPPLEMENTARY CEMENTITIOUS
                                                                                                                                                                                                                                                                                                                 PRODUCTS
                                                                                                                                                                                                                                                                                                            -    MIX DESIGN TO BE SUITABLE FOR PNEUMATIC TYRED
                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                     A.B.N. 91 611 354 511                                                                                                                 PRELIMINARY HEAVY DUTY PAVEMENT DETAILS
                                                                                     FOR APPROVAL                           Date: JUNE 2021                                                                                                          26 Memorial Avenue, Cotton Tree            PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
                                                                                         NOT FOR CONSTRUCTION                                                                                                                                        PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                        Revision    Sheet
                                                                                                                         Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                     Tel (07) 5475 4125 Fax (07) 5479 1607      at SERENITY CLOSE, NOOSA                                                                   DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                            A6107/21/L9/PR04     A        4 of 1
                                                                                        STEVEN HARRISON
                                                                                                                                                                                                                                                     Email: [email protected]
  A    23/08/2021   ISSUE FOR APPROVAL                           PBL          S.H.
                                                                                     .......................
                                                                                         DIRECTOR APPROVAL                    Datum AHD
                                                                                                                                                                                                                                                     Web: http://www.alta.net.au                for CAPE BOUVARD DEVELOPMENTS
 REV    DATE                             DESCRIPTION             BY          CHKD        RPEQ - 4784                            A1 SHEET SIZE            FILENAME : a6107-21-L9-R04 ROADWORKS HEAVY DUTY PAVEMENT DETAILS.dwg - DATE : 23/8/21 - 2:22pm - XREF's: H-Approved-SH; H-Checked-SH                                                             Council Ref: