20220130-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:
                                                                                                                                                                                                        1.   REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
                                                                                                                                                                                                             SPECIFIC REQUIREMENTS.
                                                                                                                                                                                                        2.   100mm MINIMUM COMPACTED DEPTH OF CLASS 3, 20mm F.C.R. BEDDING TO
                                                                                                                                      EXISTING
                                                  255




                                                                                                                                                                        MIN
                                                                                                                                                                        250
                                                                                                                                                                                                             97% MMDD OR EXTENSION OF ROAD PAVEMENT LAYERS, WHICH EVER IS
                                                                                                                                     PAVEMENT
                                                                                                                                                                                                             GREATER UNLESS OTHERWISE DIRECTED.
                                                                                                                                                                                                        3.   WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF
                                                                                                                                                                                                             TYPE N, 10mm NOMINAL SIZE (U.N.O.)
                                                                                                       150                                                                                              4.   CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
                                                                                                                                                                                                             75mm MINIMUM DEPTH
                        (REFER TO NOTE 2)




                                                                                                                                                                                                        5.   WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
                                                                                                             OVERALL PAVEMENT DEPTH TO BE                                                               6.   CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
                                                                                                             MIN 250mm OR MATCHED TO                                                                         COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
                                                                                                                                                           EXISTING SUBGRADE.
                             100 MIN




                                                             NEW SUBGRADE.                                   EXISTING PAVEMENT.                                                                              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:

                                                                                                                                                                                                                                                                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 C