OPW Civil Plans RFI Response · OPW25/0057

                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IT IS THE RESPONSIBILITY OF THE
                                                 NOM. 175mm THICK CONCRETE                                                                               NOM. 125mm THICK CONCRETE                                                                                                                                                                                                                                                                                     CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AUTHORITIES TO CONFIRM THE LOCATION OF
                                                 1 LAYER SL82 MESH                                                                                       1 LAYER SL72 MESH




                                                                                                                                                                                                                                                                                                                SAWCUT LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL EXISTING SERVICES PRIOR TO THE
                                                 50mm TOP & SIDE COVER                                                                                   50mm TOP & SIDE COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           COMMENCEMENT OF EXCAVATION
                                                 32MPa                                                                                                   32MPa
                                                                                                                                                                                                                                                                                                                              300                  300




                                                                                                    175mm




                                                                                                                                                                                             125mm
                                                                                                                                                                                                                                                                                                                                                                                             SURFACING
                                                                                                                                                                                                                                                                                                                                                                                             BASE MATERIAL

                                                                                                                                                                                                                                                                                                                                                                                             SUB-BASE MATERIAL




                                                                                               50mm




                                                                                                                                                                                          50mm
                                                                                                                                                                                                                                                                                                                    EXISTING
                                 50mm COMPACTED SAND BEDDING                                                                             50mm COMPACTED SAND BEDDING                                                                                                                                                PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                             LOWER SUB-BASE (IF REQUIRED)
                                 SAWN JOINTS MAX. 3m CTS.                                                                                SAWN JOINTS NOM. 2m CTS.
                                 CONSTRUCTION JOINTS MAX. 12m CTRS.                                 DAMP PROOF                           CONSTRUCTION JOINTS MAX. 12m CTRS.                 DAMP PROOF
                                                                                                    MEMBRANE                             DOWELED EXPANSION JOINTS MAY USE                   MEMBRANE
                        DRIVEWAY CONCRETE DETAIL                                                                                         PRIORITY SYSTEM FOR JOINTS                                                                                                                                                           CUTBACK DETAIL
                                                  NTS
                                                                                                                                                                                                                                                                                                                                    NTS
                                                                                                                                  FOOTPATH CONCRETE DETAIL                                                                                                                                                          REFER TO IPWEA DRG RSD-803 FOR NOTES
                                                                                                                                                         NTS
                                                                  0.25D x 6mm WIDE GROOVE RULED AT                                       REFER TO RS-065 FOR DOWELLED




                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOM. KERB LINE
                                                                  TIME OF POURING SLAB OR SAWN                                            EXPANSION JOINT DETAIL (DEJ)
                                                                  WITHIN 24 HOURS (SEALANT IN SAW
                                                                  CUT JOINT AS PER RS-065)




                                                                                                                                                                                                                                                                                                                                                                NOM. KERB LINE
                                                                                                                                                                                                                                                                150          300                                                                   65    160
                                                                                                                                                                                                                                                               110                                                                                                                                                          50         275                              275
                                                                                                                                                                                                                                                                                             20 CHAMFER
                                                                                  CUT EVERY SECOND BAR
                                                                                  DIRECTLY BELOW CONTROL                                                                                                                                                                                                                                                                            SETOUT POINT
                                                                                                                                                                                                                                                               R20                                                                                 R20




                                                                                                                                                                                                                                                                                                                                     100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SETOUT POINT




                                                                                                                                                                                                                                                                                           110
                                                                                  JOINT




                                                                                                                                                                                                                                                    40
                                                                                                                                                                                                                                                                                                                                                          R20




                                                                                                                                                                                                                                                                                                                                                                                   50
                                                                                                                                                                                                                                                                                                                               275
                                                                                                                                                                                                                                              275




                                                                                                                                                                                                                                                                                                                                                                                                                    265
                                                                                                                                                                                                                                                                      R20




                                                                                                                                                                                                                                                                                           165




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       150
                                                                                                                                                                                                                                                                                                                                                                                                                                                 125
                                                                                                                                                                                                                                                         125
            D

                                                                                                                                                                                                                                                     150                                                                               150                                                                           150
                                                                                                                                                                                                                                                     min                                                                               min                                                                           min
                                                                                                                                                                                                                                                                         TYPE B1 (300)                                                         TYPE SM3                                                                                    TYPE M1
                                                                                                                                                                                                                                                                     IN ACCORDANCE WITH                                                    IN ACCORDANCE WITH                                                                        IN ACCORDANCE WITH
                                       IN ACCORDANCE WITH                                                                                                                                                                                                             NSC STD DRG RS-080                                                    NSC STD DRG RS-080                                                                        NSC STD DRG RS-080
                                        NSC STD DRG RS-065                                          DAMP PROOF
                                                                                                    MEMBRANE                                                                                                                                             BARRIER KERB & CHANNEL                                                                                                                                     MOUNTABLE KERB & CHANNEL
                         CONTROL (SAWN) JOINT (S.J.)                                                                                                                                                                                                                                                                           SEMI-MOUNTABLE KERB
                                                                                                                                                                                                                                                                             NTS                                                             NOT TO SCALE                                                                               NOT TO SCALE
                                                 NTS

                                                                                                                                                                                                     100
                                                            20                  BACKING AND                                                                                                          min
                                                                                                                                                                                                                                                                                                                                                         150                                                                                     A
                                                                                APPROVED                                                                    150
                                                                                                                                                                                                                                                                                                                                                        110                                                                      =                                            =
                                                                                SEALANT                                                                     min
                                                                                                                                                                                                                  ROAD                                                                                                                                                           SETOUT POINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                         B
                                                                    D/4                                                                                                                                                                                                                                                                                                                                      FALL                                                                                   FALL
                                            10                                                                                                                                                                  PAVEMENT
                                                                                                                                               min




                                                                                                                                                                                                                                                                                                                                                                    150
                                                                                                                                               75




                                                                           COMPRESSIBLE FILLER




                                                                                                                                                                                                                                                                                                                                             300




                                                                                                                                                                                                                                                                                                                                                                                                              C




                                                                                                                                                                                                                                                                                                                                                                                                                                             180
                                  EXISTING                                                   R20 GALV. DOWEL BARS
                                                                                                                                                                                                            FILTER MATERIAL




                                                                                                                                                                                                                                                                                                                                                                    150
                                 CONCRETE               NEW POUR                             400 LONG AT 300 CTS.                                                                                                                                                                                                                            150
                                                                                                                                               350 min




                                                                                                                                                                     50mm

                                                                                             GREASE & CAP ONE




                                                                                                                                                                                                                                                                                                                              min
                                                                                             END




                                                                                                                                                                                                                                                                                                                              75
             D/2                                                                                                                                                                                            Ø100 SLOTTED
                                                                                                                                                                                                                                                                                                                                                                                                                                         600/900 WIDE
       D                                                                                                                                                                                                    CORRUGATED PVC                                                                                                                       TYPE B2
                                                                                                                                                                                                            PIPE                                                                                                                           IN ACCORDANCE WITH                                                                        IN ACCORDANCE WITH
                                                                                                            REINF. AS                                                            300mm MAX                                                                                                                                                  NSC STD DRG RS-080                                                                        NSC STD DRG RS-080
                                                                                                            SPECIFIED
                                                                                                            (NO REO                                                                                                                                                                                                                        BARRIER KERB                                                                   CONCRETE INVERT DRAIN
                                         IN ACCORDANCE WITH
                                                                                                            ACROSS JOINT)                                  SUBSOIL DRAINAGE DETAIL                                                                                                                                                             NOT TO SCALE                                                                             NOT TO SCALE

                                                                                                    DAMP PROOF                                                        IN ACCORDANCE WITH
                                          NSC STD DRG RS-065
                                                                                                    MEMBRANE                                                           NSC STD DRG RS-080                                                                                                                                                                                                                                             DIMENSION
                                 DOWELLED JOINT (D.J.)                                                                                                      NOTE: ALL SUBSOIL OUTLETS & CLEANOUTS                                                                                                                                                                                                                            A               B                              C
                                                     NTS                                                                                                       TO BE IN ACCORDANCE WITH SD116
                                                                                                                                                                                                                                                                                                                                                                                                                            600mm         25mm                        200mm MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                            900mm         40mm                        220mm MIN.




                                                                                                                                    LOCATION OF SETOUT POINT IN                                                                           STANDARD ROADWAY TYPE
                                                                                                                                                 LONG SECTIONS                                                                            LIP IN LINE GULLY PIT

                     SETOUT POINT (CENTRE
                   OF PIT) AS NOTED ON STW
                    LONGITUDINAL SECTIONS                                              300 / 450                                 BACK OF K&C
                                                                                                                600 / 900
                                                                    300 / 450




                                                                                                                                                                                                                 567




                                                                                                                                 LIP OF K&C             LIP LEVEL AS NOTED ON                                          STANDARD ROADWAY TYPE LIP IN LINE
                                                                                                                                                   STORMWATER LONG SECTIONS                                            GULLY PIT - REFER STD. DWG. No. DSD-403
                                                                                600 / 900


                                                 FIELD INLET SETOUT PLAN
                                                                                                                                              PLAN - SETOUT DETAIL FOR ROAD SW GULLY PIT                                                                                                                                                                                                                                                                              Check all dimensions before commencement of work.
                                                                                                                                                                                        NOT TO SCALE
                                                                     NOT TO SCALE                                                                                                                                                                                                                                                                                                                                                                                     Check Site boundary dimensions from the Title plans
                                                                                                                                                                      DETAIL TO BE READ IN CONJUNCTION WITH STORMWATER                                                                                                                                                                                                                                                Check Building Boundary clearances by set out.
                                                                                                                                                                      LONGITUDINAL SECTIONS DEPTH TO INVERT VALUES ARE                                                                                                                                                                                                                                                Notwithstanding the information supplied on this drawing,
                                                                                                                                                                   CALCULATED FROM LIP LEVEL TO INVERT LEVEL OF OUTLET PIPE                                                                                                                                                                                                                                           the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      contractor prior to commencement of works.

                                                                                                                                                               Approved
Checked -    CT                                                                                                                                                                                                             Drawing title -                                                      Project -   PROPOSED 1 INTO 3                                                      Site -                                                                          Project No.     233467       Sheet No.                C260
Design -    SK         Drawn -   SK              D   24/03/2025   UPDATED PROJECT NAME                                      SK                                                                                             TYPICAL ROAD DETAILS                                                              DEVELOPMENT                                                            62 LAKE MACDONALD DRIVE,                                                        Digital Ref :   C260 TYPICAL ROAD DETAILS   Issue :      D
                                                 C   14/03/2025   UPDATED LOT LAYOUT                                        SK
Scales -    AS SHOWN                             B   20/09/2024   ISSUE FOR APPROVAL                                        SK                                 COVEY ASSOCIATES PTY LTD          124 DUPORTH AVENUE                                                                              Client -
                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL                                                          COOROY                                                                            This Document is copyright and shall not be copied
                                                 A    10/01/24    ISSUE FOR CLIENT REVIEW                                   SK
                                                                                                                                                               ABN 59 137 305 992                PO BOX 16                                                                                                                                                                                                                                                            without written approval, nor shall it be used except
Document Stage -           APPROVAL                                                                                                                            (07) 5443 7777                    MAROOCHYDORE QLD 4558                                                                                                                                                                                                                                                for the Development and the Site Specified.
                                                 Issue Date                           Description                           By                                 [email protected]
       c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C260 TYPICAL ROAD DETAILS.dwg                                                                                                                                                                                                                                                                                                                                                                  Plot 4 July 2025 - 5:07 PM