Stormwater management plan 20220156 9 Kauri St SWMP

                                                                                                                                                                                                                                                                                                                                               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
                                                                                                                                                                                                                                                                                                                                                                                               WITH PULL AWAY STRIP AT TOP
                                                                                                                                                                                                                                                                        TERMINATE REINFORCING FABRIC
                                                                                                                                                                                                                                                                        MESH 50mm BEFORE JOINT.


                                                                                                                                                                                                                                                                             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
                                            125mm THICK N32
                                            CONCRETE SURFACE WITH
                                            SL72 MESH                                                                                                                                                                                       DCJ - DOWELLED CONSTRUCTION JOINT                                                                       DEJ - DOWELLED EXPANSION CONSTRUCTION JOINT
                                                                                                                           WIDTH VARIES
                                                                                           MIN 1% CROSSFALL TO CENTRE
                                                                                                                                                                                                                          PROVIDE 2 N16 TRIMMER BARS EACH
                                                                                                                                                                                                                          CORNER OF ALL STORMWATER PITS TIED
                                                                                                                                                                                                                          TO UNDERSIDE OF MESH.



                    SURFACE TREATMENT TO                      MIN 100MM TYPE 2.1 COMPACTED BASE
                    ARCHITECTURAL SPECIFICATION               COURSE MATERIAL, ADDITIONAL 100MM
                                                              WHERE CBR <5




                                                                                       DR             TYPICAL CONCRETE DRIVEWAY                                                                                                                                                                                                            OPTION
                                                                                                                                                                                                                                                                                                                                                          DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
                                                                                                                                                                                                                                                                                                                                                                         DOWEL           CENTRES           PRODUCT OPTIONS
                                                                                                                                                                                                                                                                                                                                             1                    150x150x6mm THK PL.     600mm                  PEIKKO
                                                                                        1          SECTION                                                   1:20                                                                                                                                                                            2                   S20x400 LONG SQUARE      600mm          DANLEY / LESA OR EQUIV
                                                                                                                                                                                                                                                                                                                                             3                     10x75x150 LONG PL.     600mm              LESA HI MOVE
                                                                                                                                                                                                                                                                                                                                             4                110x110x10 DIAMOND DOWEL    500mm          DANLEY / LESA / PEIKKO




                                                                                                  PLANTING SPECIES TO PROVIDE EFFECTIVE
                                                                                                  REMOVAL OF NUTRIENTS. PLANT VARIETIES
                                                                                                  AND PLANTING DENSITIES TO ARCHITECTURAL
                                                                                                  SPECIFICATIONS
                                                                                                                                                                                                                                                     STORMWATER PIT SLAB PENETRATION DETAIL




                                                   1 IN
                                                          4

                                                                                                                                                                        1 IN 4
Ø300mm PIPE INLET FROM OSD

                                                                                                                                                                                       600MM FILTER MEDIA
                      500mm ROCK APRON
                                                                                                                                                                                       (0.45MM AVERAGE PARTICLE SIZE)
                    AT HEADWALL OUTLET




                                                                                                                                                                                      100MM COARSE SAND TRANSITION
                                                                                                                                                                                      FILTER MEDIA
                                                                                                                                                                                      (NOMINAL SIZE 0.5 - 2MM)
                                                          RUNOFF DISPERSAL INTO
                                                             SURROUNDING SOILS
                                                                                                                                                                             NOMINAL 300MM GRAVEL DRAINAGE LAYER
                                                                                                                          BIDIM A34 GEOFABRIC OR SIMILAR                     (FINE AGG., NOMINAL SIZE 2 - 5MM)
                                                                                                                          TO BE WRAPPED AROUND
                                                                                                                           WALLS AND BASE OF FILTER MEDIA




                                                                                                             BIORETENTION AREA DETAIL
                                                                                                             ELEVATION
                                                                                                             SCALE A3: NTS




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

                                                                                                                                                                                                                                                                                                                                                    PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                 SUNSHINE GROVE PTY LTD                                                                                                                                              TITLE:                                              STATUS:

                                                                                                                                                                                                                                                                9 KAURI STREET                                                                      ROADS AND DRAINAGE                                  MATERIAL CHANGE OF USE
                  © ABN 89 647 469 707
                                                                                                                                                                                                                                                               COOROY, QLD, 4563                                          JARO BAULEKA              DETAILS                                             AND
                                                                                                                                                                                                                                                                                                                           RPEQ: 20693
                    37 MARY ST
                NOOSAVILLE, QLD 4566
                                                                             A      10/08/22      COMBINED MCU AND OP WORKS ISSUE            JAC      BRP   JB      SCALE:
                                                                                                                                                                                                                                                                                                                             CPEng
                                                                                                                                                                                                                                                                                                                                                                                                        OPERATIONAL WORKS
                   +61 7 5211 1003                                        REV       DATE                     DESCRIPTION                    DWN       CHK   APP
                                                                                                                                                                                             AS INDICATED                                                                                                                 DATE: 10/08/22
                                                                                                                                                                                                                                                                                                                                                     DRAWING NUMBER:                                    PROJECT NUMBER:                        SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                SIZE:
               RECORCONSULTING.COM                                                                                  REVISIONS
                                                                                                                                                                                          DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                     C51                                                 20220156                              A1 A