20220051 37 Bottlebrush Civil

                                                                                                                                                                                                                                                  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                       KERB AND CHANNEL TIE IN NOTES:
                                                                                                                                                                                                                                                                    300                                                                     1.   REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
                                                                                                                                                                                                                                                                                                     EXISTING SEAL                               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.
                                                                                                                                                                                                                                                                                   EXISTING
                                                                                                                                                                                                              255                                                                                                                           3.   WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF




                                                                                                                                                                                                                                                                                                                  MIN
                                                                                                                                                                                                                                                                                                                  250
                                                                                                                                                                                                                                                                                  PAVEMENT                                                       TYPE N, 10mm NOMINAL SIZE (U.N.O.)
                                                                                                                                                                                                                                                                                                                                            4.   CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
                                                                      TERMINATE REINFORCING FABRIC                                                                                                                                                                                                                                               75mm MINIMUM DEPTH
   RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A                     MESH 50mm BEFORE JOINT.                                                                                                                                                                                                                                               5.   WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
   BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED                                                           FULL HEIGHT 10mm THICK ABLEFLEX
                                                                                                                                                                                                                                                            150                                                                             6.   CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE




                                                                                                                                                                            (REFER TO NOTE 2)
                                                                                                             WITH PULL AWAY STRIP AT TOP                                                                                                                                                                                                         COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
            TERMINATE REINFORCING FABRIC                                                                                                                                                                                                                                                                                                         STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
            MESH 50mm BEFORE JOINT.                                                                                                                                                                                                                               OVERALL PAVEMENT DEPTH TO BE
                                                                                                                                                                                                                                                                                                                                                 USED IN EXTRUSION MACHINES.
                                                                                                                                                                                                                                                                  MIN 250mm OR MATCHED TO            EXISTING SUBGRADE.




                                                                                                                                                                                 100 MIN
                                                                                                                                                                                                                                                                                                                                            7.   CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
                                                                                                                                                                                                                    NEW SUBGRADE.                                 EXISTING PAVEMENT.
                 PROVIDE DOWEL (OPTIONAL IN FOOTPATHS)
                 WITH SLEEVE ON ONE END INSTALLED TO                                                               PROVIDE DOWEL WITH SLEEVE ON ONE END
                 MANUFACTURERS SPECIFICATION. REFER TO                                                             INSTALLED TO MANUFACTURERS SPECIFICATION.
                 'DOWEL SCHEDULE FOR EXTERNAL PAVEMENT                                                             REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
                 DOWEL JOINTS' FOR DOWEL OPTIONS                                                                   PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS
                                                                                                                                                                                                                                                       NEW KERB TIE IN DETAIL
    CONTROL JOINT DETAIL                                                                 EXPANSION JOINT DETAIL



                     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




                                                                                                                                                                                                                      0.
                                                                                                                                                                                                                    0m




                                                                                                                                                                                                          1




                                                                                                                                                                                                                                                     6.
                                                                                                                                                                                                                                                   m    6
                                                                                                                                                                                                                                  2


                                                                                                                                                                                                                                             3




                                                                                                                                                                                                     KERB SETOUT LOCATION




                                                                                                                                                                           POINT                EASTING       NORTHING                    LEVEL
                                                                                                                                                                                  1              1006.653      2019.794               36.207
                                                                                                                                                                                  2              1006.611      2014.795               35.308
                                                                                                                                                                                  3              1006.597      2013.196               35.020




                                                                                                                                               SCALE:                                                CLIENT:                                                                         APPROVED BY:                         PROJECT NAME:

                                                                                                                                                                                                                                                                                                                          RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
                                                                                                                                                               NTS                                                                                                                                                        TITLE:                                           STATUS:

                                                      D    15/03/23   RFI UPDATE                                   BP        BP       BP                                                                                                                                                                                  ROADS & DRAINAGE                                 MCU / OP WORKS
 © ABN 89 647 469 707                                 C    29/11/22   RFI UPDATE                                   BRP       JB       BRP                                                             BOTTLEBRUSH PROPERTY PTY LTD                                                                BEN PARRY               DETAILS
                                                      B    10/10/22   RFI UPDATE                                   BRP      MVP       BRP
    37 MARY ST                                                                                                                                                                                                                                                                                    RPEQ: 28084
                                                      A    12/05/22   MCU / OPW 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: 15/03/23                                                                                                  SIZE:
RECORCONSULTING.COM                                                                REVISIONS                                                                                                                                                                                                                              C41                                              20220051                                 A1 D