Approved Plans 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                         1:1000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                              MCU22/0144 & OPW22/0207
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7 FEB 2023

                                                                                                                                                                                           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
Document Set ID: 22286590
Version: 1, Version Date: 25/01/2023