20220230-CV-Set

                                                                                                  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
                                                                                                                3                         10x75x150 LONG PL.          600mm                LESA HI MOVE
                                                                                                                4                    110x110x10 DIAMOND DOWEL         500mm            DANLEY / LESA / PEIKKO




                                                                                                                            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