Building Approval · MCU22/0116.01

                                                                                                                                        NEW B1 KERB PROFILE AS PER




                                                                                                                   SETOUT POINT
                                                         PROVIDE NOMINAL 500mm                                                          IPWEA STD DWG RS-080.
                                                         OF LEVELLED VERGE
                                                         BEHIND KERB THEN GRADE
                                                         TO MATCH EXISTING                                                                                                                                 SAW CUT 300mm INTO
                                                                                                                                                    ASPHALT WEARING                       SAWCUT LINE      EXISTING WIDE AND MAKE
                                                                                                                                                    COURSE.                                                SMOOTH JOIN

                                                                                                                                                              300
                                                                                                                                                                                                        EXISTING SEAL

                                                                                                                                                                                                                                                      KERB AND CHANNEL TIE IN NOTES:
                                                                                                                                                                                   EXISTING
                                                                                                 255                                                                                                                                                  1.    REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR




                                                                                                                                                                                                                     MIN
                                                                                                                                                                                                                     250
                                                                                                                                                                                  PAVEMENT                                                                  SPECIFIC REQUIREMENTS.
                                                                                                                                                                                                                                                      2.    100mm MINIMUM COMPACTED DEPTH OF CLASS 3, 20mm F.C.R. BEDDING TO
                                                                                                                                                                                                                                                            97% MMDD OR EXTENSION OF ROAD PAVEMENT LAYERS, WHICH EVER IS
                                                                                                                                                                                                                                                            GREATER UNLESS OTHERWISE DIRECTED.
                                                                                                                                                   150                                                                                                3.    WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF
                                                                (REFER TO NOTE 2)




                                                                                                                                                                                                                                                            TYPE N, 10mm NOMINAL SIZE (U.N.O.)
                                                                                                                                                                                                                                                      4.    CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
                                                                                                                                                         OVERALL PAVEMENT DEPTH TO BE                                                                       75mm MINIMUM DEPTH
                                                                                                                                                         MIN 250mm OR MATCHED TO                        EXISTING SUBGRADE.                            5.    WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
                                                                     100 MIN




                                                                                                         NEW SUBGRADE.                                   EXISTING PAVEMENT.                                                                           6.    CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
                                                                                                                                                                                                                                                            COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
                                                                                                                                                                                                                                                            STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
                                                                                                                                                                                                                                                            USED IN EXTRUSION MACHINES.
                                                                                                                                                                                                                                                      7.    CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.




                                                                                                                                                                               DETAIL A - NEW KERB TIE IN




                                                                                                                                                                                                        TERMINATE REINFORCING FABRIC
                                                                                                                                                                                                        MESH 50mm BEFORE JOINT.
                                                                                                          RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A                                                                                                   FULL HEIGHT 10mm THICK ABLEFLEX
                                                                                                          BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED                                                                                                  WITH PULL AWAY STRIP AT TOP

                                                                                                                                  TERMINATE REINFORCING FABRIC
                                                                                                                                  MESH 50mm BEFORE JOINT.


                                                                                                                                      PROVIDE DOWEL (OPTIONAL IN FOOTPATHS)                                                                                   PROVIDE DOWEL WITH SLEEVE ON ONE END
                                                                                                                                      WITH SLEEVE ON ONE END INSTALLED TO                                                                                     INSTALLED TO MANUFACTURERS SPECIFICATION.
                                                                                                                                      MANUFACTURERS SPECIFICATION. REFER TO                                                                                   REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
                                                                                                                                      'DOWEL SCHEDULE FOR EXTERNAL PAVEMENT                                                                                   PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS
                                                                                                                                      DOWEL JOINTS' FOR DOWEL OPTIONS

                                                                                                           DETAIL B - CONTROL JOINT                                                                                                DETAIL C - EXPANSION JOINT



                                                                                                                                                                      DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
                                                                                                                                                    OPTION                            DOWEL                CENTRES             PRODUCT OPTIONS
                                                                                                                                                      1                        150x150x6mm THK PL.          600mm                    PEIKKO                                                                                                        -


                                                                                                                                                      2                       S20x400 LONG SQUARE           600mm            DANLEY / LESA OR EQUIV                                                                                   APPROVED PLAN
                                                                                                                                                      3                         10x75x150 LONG PL.          600mm                LESA HI MOVE                                                                                      MCU22/0116, OPW22/0173
                                                                                                                                                      4                    110x110x10 DIAMOND DOWEL         500mm            DANLEY / LESA / PEIKKO
                                                                                                                                                                                                                                                                                                                                        & RAL22/0014
                                                                                                                                                                                                                                                                                                                                      NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                      5 JANUARY 2023



                                                                                                                                                                  SCALE:                                                CLIENT:                                                 APPROVED BY:              PROJECT NAME:

                                                                                                                                                                                                                                                                                                          RESIDENTIAL DUPLEX AT 22 DELORME ST
                                                                                                                                                                                             N.T.S,                                                                                                       TITLE:                 STATUS:

                                                                                     D    06/12/22   RFI UPDATE                               BP    BP       NW                                                                                                                                           ROADS & DRAINAGE       ISSUED FOR APPROVAL
                                       © ABN 89 647 469 707                          C    21/10/22   REISSUED FOR APPROVAL                   MVP   BRP       NW                                                                      SANTIAGO NOMINEES                                NATHAN WAGSTAFF     DETAILS
                                                                                     B    12/06/22   REVISED ARCH LAYOUT                     BRP   BRP       NW
                                       37 MARY ST                                                                                                                                                                                                                                        RPEQ: 26443
                                                                                     A    19/05/22   MCU ISSUE                               BRP   BRP       NW
                                   NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                  CPEng NER        DRAWING NUMBER:        PROJECT NUMBER:                REV:
                                      +61 7 5211 1003                               REV   DATE                DESCRIPTION                    DWN   CHK   APP                                                                                                                                                                                           SHEET
                                                                                                                                                                                                                                                                                        DATE: 21/10/22                                                  SIZE:
                                 RECORCONSULTING.COM                                                              REVISIONS                                                                                                                                                                               C41                    20220130              A1 D
Document Set ID: 22234486
Version: 2,
         1, Version Date: 10/01/2023
                          09/01/2023