Appendix H Traffic Impact Assessment · RAL25/0004

                                                                                                                                                                                                                                                                                                                                                                                                                                                   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.                                                                              CONSTRUCTION JOINTS MAX. 12m CTRS.

                              DRIVEWAY CONCRETE DETAIL                                                                                         FOOTPATH CONCRETE DETAIL
                                                  NTS                                                                                                              NTS                                                                                                                        CUTBACK DETAIL
                                                                                                                                                                                                                                                                                                 NTS
                                                                                                                                                                                                                                                                                 REFER TO IPWEA DRG RSD-803 FOR NOTES

                                                                0.25D x 6mm WIDE GROOVE
                                                                RULED AT TIME OF POURING
                                                                SLAB OR SAWN WITHIN 24
                                                                HOURS




                                                                                                                                                                                                                                                                                                                                                                                                                           NOM. KERB LINE
                                                                                                                                                                                                                                                                                                                                 NOM. KERB LINE
                                                                          CUT EVERY SECOND BAR
                                                                          DIRECTLY BELOW CONTROL                                                                                                                                                                                                                   65     160
                                                                          JOINT                                                                                                                                                                                                                                                                                                                   50          275                               275
                                                                                                                                                                                                                                  100
                                                                                                                                                                                                                                  min                                                                                                                SETOUT POINT
                                                                                                                                                                                                                                                                                                                    R20




                                                                                                                                                                                                                                                                                                      100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SETOUT POINT
                                                                                                                                                                                             150
                                                                                                                                                                                                                                                                                                                           R20




                                                                                                                                                                                                                                                                                                                                                    50
                                                                                                                                                                                                                                                                                              275




                                                                                                                                                                                                                                                                                                                                                                                          265
            D                                                                                                                                                                                min
                                                                                                                                                                                                                                                 ROAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                               150
                                                                                                                                                                                                                                                                                                                                                                                                                        125
                                                                                                                                                                                                                                               PAVEMENT




                                                                                                                                                                              min
                                                                                                                                                                              75
                                                                                                                                                                                                                                                                                                                   TYPE SM3                                                                                         TYPE M1
                                         IN ACCORDANCE WITH                                                                                                                                                                               FILTER MATERIAL                                                    IN ACCORDANCE WITH                                                                             IN ACCORDANCE WITH




                                                                                                                                                                              350 min




                                                                                                                                                                                                       50mm
                                        IPWEA STD DRG PCD-101
                                                                                                                                                                                                                                                                                                            IPWEA STD DRG RSD-200                                                                          IPWEA STD DRG RSD-200
                                 CONTROL (SAWN) JOINT (S.J.)
                                                 NTS                                                                                                                                                                                                                                          SEMI-MOUNTABLE KERB                                                                         MOUNTABLE KERB & CHANNEL
                                                                                                                                                                                                                                          Ø100 SLOTTED
                                                                                                                                                                                                                                                                                                               NOT TO SCALE                                                                                    NOT TO SCALE
                                                                                                                                                                                                                                          CORRUGATED PVC
                                                                                                                                                                                                                                          PIPE
                                                           20            BACKING AND                                                                                                                                  300mm MAX
                                                                         APPROVED
                                                                         SEALANT                                                                                                                                                                                                                                                                                                                                        A
                                                                                                                                                                                                                                                                                                                         150
                                                                   D/4
                                                                                                                                                                                                   SUBSOIL DRAINAGE DETAIL                                                                                              110
                                                                                                                                                                                                                                                                                                                                                                                                       =                                              =
                                            10                                                                                                                                                                   REFER RSD-801                                                                                                                    SETOUT POINT




                                                                                                                                                                                                                                                                                                                                                                                                                                 B
                                                                                                                                                                                                                    IPWEAQ                                                                                                                                                      FALL                                                                                        FALL
                                                                       COMPRESSIBLE FILLER




                                                                                                                                                                                                                                                                                                                                     150
                                                                                          R20 GALV. DOWEL BARS
                                  1ST POUR              2ND POUR




                                                                                                                                                                                                                                                                                                             300




                                                                                                                                                                                                                                                                                                                                                                                 C




                                                                                                                                                                                                                                                                                                                                                                                                                     180
                                                                                          400 LONG AT 300 CTS.
                                                                                          GREASE & CAP ONE




                                                                                                                                                                                                                                                                                                                                     150
                                                                                          END
                                                                                                                                                                                                                                                                                                                                                                                                               600/900 WIDE
             D/2                                                                                                                                                                                                                                                                                                   TYPE B2                                                                              IN ACCORDANCE WITH
       D
                                                                                                                                                                                                                                                                                                             IN ACCORDANCE WITH                                                                        IPWEA STD DRG RSD-200
                                                                                                         REINF. AS                                                                                                                                                                                          IPWEA STD DRG RSD-200
                                                                                                         SPECIFIED                                                                                                                                                                                                                                                                              CONCRETE INVERT DRAIN
                                                                                                         (NO REO
                                                                                                                                                                                                                                                                                                            BARRIER KERB                                                                                      NOT TO SCALE
                                                                                                         ACROSS JOINT)                                                                                                                                                                                             NOT TO SCALE
                                          IN ACCORDANCE WITH                                                                                                                                                                                                                                                                                                                                                 DIMENSION
                                         IPWEA STD DRG PCD-101
                                       DOWELLED JOINT (D.J.)                                                                                                                                                                                                                                                                                                                                       A                B                               C
                                                  NTS                                                                                                                                                                                                                                                                                                                                            600mm          25mm                          200mm MIN.
                                                                                                                                                                                                                                                                                                                                                                                                 900mm          40mm                          220mm MIN.

                         SUITABLE SEALANT BONDED TO
                                 SLABS AT SIDES ONLY                      APPLY DE-BONDING COATING TO
                                                                          BOTTOM OF RECESS PRIOR TO
                                                                          APPLICATION OF SEALANT                                                                                                                                                                                                                                                                                       STANDARD ROADWAY TYPE
                                                                                                                                                                                                                                                               LOCATION OF SETOUT POINT IN
                                                                                                                                                                                                                                                                            LONG SECTIONS                                                                                              LIP IN LINE GULLY PIT
                                                                            15mm




                                                                20mm
                             CONCRETE SLAB                                            CONCRETE SLAB                                                                                                                                                         BACK OF K&C




                                                                                                                                                                                                                                                                                                                                                               567
                                         DOWEL JOINT SEALANT DETAIL
                                                        NOT TO SCALE
                                                                                                                                                                                                                                                            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


                                                                                                                                                                                                                                                                                           PLAN - SETOUT DETAIL FOR ROAD SW GULLY PIT
                                                                                                                                                                                                                                                                                                                         NOT TO SCALE                                                                                                         Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                                                              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
                                                                                                                                              Consulting Civil &                                                                   Drawing title -            Project -   COMMUNITY AFFORDABLE                                                       Site -                                                                                 Project No.     233467 Sheet No.                      C260
Design -    SK         Drawn -    SK                                                                                                          Structural Engineers                                                                 TYPICAL ROAD DETAILS                   HOUSING DEVELOPMENT                                                        62 LAKE MACDONALD DRIVE,                                                               Digital Ref :   C260 TYPICAL ROAD DETAILS   Issue :      A
Scales -    AS SHOWN                                                                                                                          Project Management         124 DUPORTH AVENUE             Ph (07) 5443 7777                                     Client -
                                                                                                                                                                                                                                                                          NOOSA COUNCIL                                                              COOROY                                                                                  This Document is copyright and shall not be copied
                                                                                                                         ASSOCIATES PTY LTD                              PO BOX 16                      Fax (07) 5443 7577                                                                                                                                                                                                                   without written approval, nor shall it be used except
  Document Stage -         APPROVAL
                                                 A   10/01/24    ISSUE FOR CLIENT REVIEW                          SK
                                                                                                                                              & Planning                 MAROOCHYDORE QLD 4558
                                                                                                                                                                                                                                                                                                                                                                                                                                                 for the Development and the Site Specified.
                                                 Issue Date                        Description                   By                                                      E-MAIL: [email protected]
       c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C260 TYPICAL ROAD DETAILS.dwg                                                                                                                                                                                                                                                                                                                                          Plot 7 June 2024 - 11:05 AM