Approved Document MCU22-0144 & OPW22-0207 · MCU22/0144

                                                                                                                                                                                                                                                                                                                                                                         TERMINATE REINFORCING FABRIC
                                                                                                                                                                                                                                                                             RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A                                              MESH 50mm BEFORE JOINT.
                                                                                                                                                                                                                                                                             BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED                                                                                                      FULL HEIGHT 10mm THICK ABLEFLEX
                                        175mm THICK N32
                                        CONCRETE SURFACE WITH                                                                                                                                                                                                                                                                                                                                                                     WITH PULL AWAY STRIP AT TOP
                                        SL72 MESH                                                                                                                                                                                                                                        TERMINATE REINFORCING FABRIC
                                                                                                                                                                                                                                                                                         MESH 50mm BEFORE JOINT.
                                                                                                                 WIDTH VARIES
                                                                                   MIN 1% CROSSFALL TO CENTRE

                                                                                                                                                                                                                                                                                               PROVIDE DOWEL (OPTIONAL IN FOOTPATHS)
                                                                                                                                                                                                                                                                                               WITH SLEEVE ON ONE END INSTALLED TO                                                                                                    PROVIDE DOWEL WITH SLEEVE ON ONE END
                                                                                                                                                                                                                                                                                               MANUFACTURERS SPECIFICATION. REFER TO                                                                                                  INSTALLED TO MANUFACTURERS SPECIFICATION.
                                                                                                                                                                                                                                                                                               'DOWEL SCHEDULE FOR EXTERNAL PAVEMENT                                                                                                  REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
                                                                                                                                                                                                                                                                                               DOWEL JOINTS' FOR DOWEL OPTIONS                                                                                                        PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS
                SURFACE TREATMENT TO                  100MM TYPE 2.1 COMPACTED BASE
                ARCHITECTURAL SPECIFICATION           COURSE MATERIAL, ADDITIONAL 100MM
                                                      WHERE CBR <5
                                                                                                                                                                                                                                                       DCJ - DOWELLED CONSTRUCTION JOINT                                                                                      DEJ - DOWELLED EXPANSION CONSTRUCTION JOINT

                                                                                                                                                                                                                                  PROVIDE 2 N16 TRIMMER BARS EACH

                                                                                 DR           TYPICAL CONCRETE DRIVEWAY                                                                                                           CORNER OF ALL STORMWATER PITS TIED
                                                                                                                                                                                                                                  TO UNDERSIDE OF MESH.

                                                                                  1       SECTION                                                              1:20




                                                                                                                                                                                                                                                                                                                                                                                    DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
                                                                                                                                                                                                                                                                                                                                                                     OPTION                        DOWEL                    CENTRES              PRODUCT OPTIONS
                                                                                                                                                                                                                                                                                                                                                                       1                    150x150x6mm THK PL.              600mm                     PEIKKO
                                                                                    SL72 MESH (50mm                              110                                                                                                                                                                                                                                   2                   S20x400 LONG SQUARE               600mm             DANLEY / LESA OR EQUIV
                                                                                    TOP COVER MIN)                                                                                                                                                                                                                                                                     3                     10x75x150 LONG PL.              600mm                 LESA HI MOVE
                                                                                                                                                                                                                                                                                                                                                                       4                110x110x10 DIAMOND DOWEL             500mm             DANLEY / LESA / PEIKKO
                                                                                                                                       PROVIDE 1 N12 CONTINUOUS
                                                                                                                40                     BAR. LAP AS REQUIRED.




                                                                                                                                150
                                                                                                                                         OPTIONAL CONTROL JOINT


                                                                                                                                         PROVIDE 1 N12 PERIMETER
                                                                                                                                         AND CORNER BARS WITH 50mm
                                                                                                                 N12 'L' BARS AT         COVER
                                                                                                                 400 CTRS. 500
                                                                  NOM. 100mm TYPE 2.1
                                                                                                                 LEGS TYP.
                                                                  BASE COURSE


                                                                                          IB - INTEGRATED BARRIER KERB




                                                                                                                                                                                                                                                                    STORMWATER PIT SLAB PENETRATION DETAIL


                                                                                                                                                                                                                                                                                                                                                                                                         UNIT 8 PAD LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                         FL: 112.15
                                                                                                                PLANTING SPECIES TO PROVIDE EFFECTIVE
                                                                                                                REMOVAL OF NUTRIENTS. PLANT VARIETIES
                                                                                                                AND PLANTING DENSITIES TO ARCHITECTURAL




                                                                                                                                                                                                                                                       BOUNDARY
                                                                                                                                                                                                                                                       PROPERTY
                                                                                                                SPECIFICATIONS


                                                                                                                                                                                                                  BATTER EDGES AT MAX 1:2                                   400mm WIDE SPILLWAY TO BE COMPRISED OF ANGULAR ROCK OF MEAN 100mm
                                                                                                                                                                                                                  TO EXISTING                                               DIAMETER WITH VOIDS BACKFILLED WITH SOIL TO FORM A DENSE
                                                                                                                                                                                                                                                                            WELL-GRADED MASS TO A MINIMUM DEPTH OF 100MM. SCOUR PROTECTION TO
                                                                                                                                                                       SURFACE GRADE TYPICAL                                                                                EXTEND 500mm BEYOND CREST
                                                                                                                                                                       1%                                                                                                                                                                                                     RETAINING WALL TO STRUCTURAL ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                              SPECIFICATIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                        BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPERTY
                                                                                                                                                   9.8m




                                                                                                                                                                                                                                   FL : 110.32m
                                                                                                                                                                                                                    FL : 110.1m
                                                                                                                                                                                                                                                                                       EXTEND GEOFABRIC 500mm BENEATH
                                                                                                                                                                                                                                                                                                                                                                                                  1.4m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EARTH BERM TO DOWNSTREAM EDGE TO
                                                                                                                                                                                                                                                                                       SURFACE AND PIN IN SOIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        110.4m. MAX 1:2 BATTERS
     Ø300mm PIPE INLET FROM
                        OSD

                                                                                                                                                                                                                                                                                                                                                       FL : 110.4m
                                                                                                                                                                                                                                                              600mm FILTER MEDIA                                                                                               FL : 110.32m
                                                                                                                                                                                                                                                              (0.45mm AVERAGE PARTICLE SIZE)



  500mm CONCRETE BEDDED ROCK APRON                                                             RUNOFF DISPERSAL INTO
SCOUR PROTECTION AT HEADWALL OUTLET                                                               SURROUNDING SOILS                                                                                                                                         100mm COARSE SAND TRANSITION                                                                                                                                                    SPILLWAY TO BE COMPRISED OF ANGULAR ROCK OF MEAN 100mm
                                                                                                                                                                                                                                                            FILTER MEDIA                                                                                                                                                                    DIAMETER WITH VOIDS BACKFILLED WITH SOIL TO FORM A DENSE
                                                                                                                                                                                 PERMEABLE GEOFABRIC                                                        (NOMINAL SIZE 0.5 - 2mm)                                                                                                                                                        WELL-GRADED MASS TO A MINIMUM DEPTH OF 100MM
                                                                                                                                                                                 TO BE WRAPPED AROUND
                                                                                                                                                                                 WALLS AND BASE OF FILTER MEDIA


                                                                                                                                                                                                                                              NOMINAL 200mm GRAVEL DRAINAGE LAYER

                                                                                                          BIORETENTION AREA DETAIL                                                                                                            (FINE AGG., NOMINAL SIZE 2 - 5mm)


                                                                                                          ELEVATION
                                                                                                          1:1000




                                                                                                                                                                            CLIENT DETAILS:                                                              PROJECT ADDRESS:                                                            APPROVED BY:                              PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                      SUNSHINE GROVE PTY LTD                                                                                                                                                                   TITLE:                                                         STATUS:

                                                                             D     19/12/22    RFI UPDATE                                  BRP            JB          BRP                                                                                                    9 KAURI STREET                                                                                   ROADS AND DRAINAGE                                             MATERIAL CHANGE OF USE
                     © ABN 89 647 469 707                                    C
                                                                             B
                                                                                   19/12/22
                                                                                   28/10/22
                                                                                               POD A UPDATE
                                                                                               RFI ISSUE
                                                                                                                                           BRP
                                                                                                                                           BRP
                                                                                                                                                                      BRP
                                                                                                                                                                      BRP
                                                                                                                                                                                                                                                                            COOROY, QLD, 4563                                                    BEN PARRY                    DETAILS                                                        AND
                                                                                                                                                                                                                                                                                                                                                 RPEQ: 28084
                        37 MARY ST
                    NOOSAVILLE, QLD 4566
                                                                             A     10/08/22    COMBINED MCU AND OP WORKS ISSUE             JAC     BRP                JB    SCALE:
                                                                                                                                                                                                                                                                                                                                                 CPEng NER
                                                                                                                                                                                                                                                                                                                                                                                                                                             OPERATIONAL WORKS
                       +61 7 5211 1003                                    REV       DATE                   DESCRIPTION                    DWN     CHK                 APP
                                                                                                                                                                                                  AS INDICATED                                                                                                                                  DATE: 13/01/22
                                                                                                                                                                                                                                                                                                                                                                               DRAWING NUMBER:                                                PROJECT NUMBER:                                SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SIZE:
                  RECORCONSULTING.COM                                                                           REVISIONS
                                                                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                               C51                                                            20220156                                        A1 D