23598_OPW Set_20240403

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOT FOR CONSTRUCTION
                                                                                            PROVIDE 2 N16 TRIMMER BARS EACH                                                                                                                                                                 ET                           ET                           ET                     ET                                           ET                                  ET
                                                                                            SIDE OF ALL STORMWATER PITS TIED                                                                                                                                               ET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IK
                                                                                            TO UNDERSIDE OF MESH




                                                                                                                                                                                                                                                                 ET




                                                                                                                                                                                                                                                                                                        EJ




                                                                                                                                                                                                                                                                                                                                                                EJ




                                                                                                                                                                                                                                                                                                                                                                                             SJ
                                                                                                                                                                                                                                                                                                                                        SJ




                                                                                                                                                                                                                                                                                                                                                                                                                                          EJ
                                                                                                                                                                                                                                                                                       SJ
                                                                                                                                                                                                                                                                           SJ               SJ                           SJ                           SJ                     SJ                                           SJ                                  SJ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PRELIMINARY ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ET
                                                                                                                                                                                                                                                                 ET




                                                                                                                                                                                                                                                                                                        EJ




                                                                                                                                                                                                                                                                                                                                                                EJ




                                                                                                                                                                                                                                                                                                                                                                                             SJ
                                                                                                                                                                                                                                                                                                                                        SJ




                                                                                                                                                                                                                                                                                                                                                                                                                                          EJ
                                                                                                                                                                                                                                                                                       SJ
                                                                                                                                                                                                                                                                           SJ               SJ                           SJ                           SJ                     SJ                                           SJ                                  SJ




                                                                                                                                                                                                                                                                      ET




                                                                                                                                                                                                                                                                                                        EJ




                                                                                                                                                                                                                                                                                                                                                                EJ




                                                                                                                                                                                                                                                                                                                                                                                             SJ
                                                                                                                                                                                                                                                                                                                                        SJ




                                                                                                                                                                                                                                                                                                                                                                                                                                          EJ
                                                                                                                                                                                                                                                                                       SJ
                                                   STORMWATER PIT PENETRATIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IK
                                                   SCALE 1:10
                                                                                                                                                                                                                                                                           ET               ET                           ET                           ET                     ET                                           ET                                  ET




                                                                                                                                                                                                                                                                                                                     PAVEMENT LAYOUT DETAIL
                                                                                                                               PROVIDE 1 N12                                                                                                                                                                         SCALE 1 : 125
                                                                                                40     110                     CONTINUOUS BAR.
                          SL82 MESH (50                               N12 'L' BARS                                             LAP AS REQUIRED
                          TOP COVER)                                  AT 400 CTRS
                                                                      500 LEGS TYP.
                                                                                                                   150




                                                                                                                                                      SL82 MESH (50                  PROVIDE 1 N12 PERIMETER
                                                                                                                                                      TOP COVER)                     AND CORNER BARS. STOP
                                                                                                                                                                                     REINFORCEMENT WITH
                                                                                                                                                                                     50mm COVER.
                                     150




                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE:
                           250




                                                                                                                                                                                                                                                                                                                                                                                                                                              ALL WALLS TO BE STRUCTURALLY DESIGNED AND CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                              SUPERVISED BY CIVIL CONTRACTORS STRUCTURAL ENGINEER.
                                                                                                                                                                150




                                                                                                                                                                                                                                                                                                                                                                                                                                              FORM 15 AND DESIGN TO BE SUBMITTED TO TOD CONSULTING FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                              REVIEW BEFORE COMMENCEMENT. AT COMPLETION OF WORK FORM




                                                                                                                                                                                                                                           300
                                                                         PROVIDE 1 N12 PERIMETER
                                                                                                                                                                                                                                                                                                                                                                                                                                              16 IS TO BE PROVIDED TO TOD CONSULTING FOR LODGMENT WITH
                          DPM; ON 125mm SUB-BASE
                          MATERIAL CLASS 2.3 QLD DEPT                    AND CORNER BARS. STOP                                                                                                                                                                                                                                                                                                                                                THE LOCAL AUTHORITY.
                          TRANSPORT STANDARD                             REINFORCEMENT WITH
                          SPECIFICATION. (PROVISIONAL)                   50mm COVER.
                                                                                                                                                     DPM; ON 30mm SAND BEDDING;
                                                                                                                                                     ON 125mm SUB-BASE MATERIAL            1
                                                                                                                                                     CLASS 2.3 QLD DEPT TRANSPORT                2
                                                                                                                                                     STANDARD SPECIFICATION                                       300                                                                                                                                                                                                                         CONCRETE SLEEPER WALL NOTE:
                                                            INTEGRAL KERB (IK)                                                                                                                                                                                                                                                    TRAFFIC BARRIER                                                                                             CONCRETE RETAINING WALLS ARE TO BE CONSTRUCTED IN
                                                                         1:20 UNREDUCED AT A3
                                                                         1:10 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                  INGAL SPRING STEEL BUFFER WITH                                                                              ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS USING THE
                                                                                                                                                                                                                                                                                                                                  HANRAIL (OR APPROVED EQUIVALENT)
                                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRIB SLEEPER WALL 2006 SYSTEM DETAILS WITH GALVANISED




                                                                                                                                                                                                                                                                                                                                                                                                  BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                             PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                              STEEL    BEAM POSTS. (OR EQUIVALENT)
                                                                                                                                                                             SLAB THICKENING (ET)                                                                                                                      6.10 AISLE WIDTH                                       0.20 0.15
                                                                                                                                                                                           1:20 UNREDUCED AT A3
                                                                                                                                                                                           1:10 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                             FINISHED SURFACE
                                                                                                                                                                                                                                                                                                                                             LEVEL                                                                         TOP OF WALL



                  10mm FULL DEPTH COMPRESSIBLE                                         1 N12 TRIMMER EACH SIDE                                              25 DEEP SAW CUT JOINT TO BE                       STOP TOP LAYER OF MESH
                                                                                                                                                                                                                                                                                                                                                                                                                           GALVANISED COLUMN AND
                  MATERIAL WITH A 20x10 SEALANT PARCHEM                                OF JOINT TIED UNDER                                                  CREATED WITHIN 8 HOURS OF                         EACH SIDE OF JOINT (50                                                                                                                                                                                       CONCRETE SLEEPER WALL.
                  'ROADSEAL' OR APPROVED EQUIVALENT                                    MESH OVER DOWELS                                                     POUR. SEAL JOINT WITH COLOUR                      COVER TO JOINT)
                                                                                                                                                            MATCHED APPROVED SEALANT.                         SL82 MESH (50 TOP COVER)
                                                                                       SL82 MESH (50
                                                                                       TOP COVER)                                                                                                                                                                                                                                                                                                                          REFER TO SHEET C03 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALLS HEIGHTS
                    150




                                                                                                                                                          150
           250




                                                                                                                                                                                                                                                                                                                                                                                                                           BOTTOM OF WALL




                   R16-400 H.D.G. DOWEL                                                                      DPM; ON 30mm SAND                              DPM; ON 30mm SAND BEDDING;                        ADDITIONAL LOWER LAYER OF
                   BARS, 400 LONG, IN                                                                        BEDDING; ON 125mm                              ON 125mm SUB-BASE MATERIAL                        SL82 MESH, 800 WIDE. CUT
                   DANLEY 'DOWEL MASTER'                                                                     SUB-BASE MATERIAL CLASS                        CLASS 2.3 QLD DEPT TRANSPORT                      EVERY ALTERNATE WIRE AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0     0.4        0.8   1.2m
                   SLEEVES ON BAR CHAIRS                        250              250                         2.3 QLD DEPT TRANSPORT                         STANDARD SPECIFICATION                            JOINT LOCATION. MARK                                                                                                                                                                                                             FINISHED SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                        50
                                                                                                             STANDARD SPECIFICATION                                                                           LOCATION ON FORMWORK.                                                                                                                                                                                                            LEVEL                                          Scale 1:20 @A1
                                                                                                                                                            N12 SPACER BARS TIED                                                                                                                                                                                                                                        MIN.
                                                                                                                                                            BETWEEN MESH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0     0.5         1    1.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Scale 1:25 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Scale 1:50 @A3
                                                    EXPANSION JOINT (EJ)                                                                                                       CONTROL JOINT (SJ)
                                                                1:20 UNREDUCED AT A3                                                                                                       1:20 UNREDUCED AT A3                                                                                         TYPICAL CARPARK AND RETAINING WALL SECTION                                                                                                                                       0     2.5         5    7.5m
                                                                1:10 UNREDUCED AT A1                                                                                                       1:10 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                        SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Scale 1:125 @A1

     COPYRIGHT ©                                                                                              Associated Consultants             Client                                                                                                                         Drawn        Verified                   Project                                                                                                Drawing Title                                                   Scale            Sheet Size
This drawing is subject to                                                                                                                                                                                                                                                      M.P.         B.D.
copyright in accordance with the
                                                                                                                                                                                                                                                                                Designed     Verified
                                                                                                                                                                                                                                                                                                                        8 BARTLETT ROAD                                                                                        PAVEMENT DESIGN AND                                             AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
                                                                                                                                                                                                                                                                                M.P.         B.D.                       NOOSAVILLE                                                                                             TYPICAL DETAILS                                                 Drawing Number
used for this specific project.                                                                                                                                                                                                                                                 Approved
                                                                                                                                                                                                                                                                                B. DOWNES
                                                                                                                                                                                                                                                                                             RPEQ No
                                                                                                                                                                                                                                                                                             14873
                                                                                                                                                                                                                                                                                                                        RDP:                                         PARISH:
                                                                                                                                                                                                                                                                                                                                                                     COUNTY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               23598 - C05
                                                                                                                                                                                                                               Noosa: 07 5449 9600                                                                      LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used                                                                                                                                                                                                                                                                                                                                       PM: 52590(23)
                                                                                                                                                                                                               Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                Signed       Date                       MCU APPROVAL:                                                                                                     0      10     20    30     40    50       60         Sheet             Revision
for construction until marked as                                                                                                                                                                                        PO Box 61, Noosaville, QLD 4566                                                                                                              VERT DATUM: RL.11.201
                                           A   03.04.24 ISSUED FOR OPW APPROVAL                       MP
'issued for construction' in the
revision description.                 Rev Date Revision Description                                  Drawn
                                                                                                                                                                                                             [email protected]      www.todconsulting.com
                                                                                                                                                                                                                               ABN 39 128 805 336                                            03.04.24
                                                                                                                                                                                                                                                                                                                        ROL APPROVAL:
                                                                                                                                                                                                                                                                                                                        OPW APPROVAL: TBC                                                                                                      MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5 of 11             A