Approved Plans and Documents - OPW22/0303

                                                                                                                                                                                                                                                                                                                                                 NOMINAL FACE
                                                                                                                                                                                                                                                                                                                                                   OF KERB
                                                                                              R3                                TOOLED EDGES

                                                                                                                            10 WIDE X 15 DEEP RECESS
                                                                                                                            WITH APPROVED SEALANT.




                                                                                                                                                                                                                                                                       REFER
                                                                                                                                                                                                                                                                        PLAN
                                                                                                                            PAINT BASE OF RECESS
                                                                                   SAWCUT                                   WITH BOND BREAKER.                                                                                                                                  FIRST WIRE OF FABRIC
                                                                                                                                                                                                                                                                                                                                                           EDGE OF PAVEMENT                                                        TYPE B2 BARRIE KERB
                                                                                   EXISTING SLAB                      50 mm MAX                                                                                                                                                                                                                            DESIGN LEVELS
                                                                                                                 1st WIRE OF FABRIC         SLAB MESH                        TYPICAL FIELD INLET SETOUT




                                                                                                                                                                                                                                                                                                             0.3
                                                                                            150.00
                                                                                                                                                                             SCALE 1:50
                                             EXIST. SLAB
                                                                                                                                                                                  DENOTES SETOUT POINT                                                                                                 0.3
                                                               EQ


                                                                                                                                                                                                                                                                                                                                                                                           EDGE OF PAVEMENT                        TYPE B1 BARRIER
                                                                                                                                                                                                                                                                                                                                                                                           DESIGN LEVELS                           KERB AND CHANNEL
                                                                                                                                                                                                                                                                        TYPICAL EXTERNAL CONCRETE
                                                               EQ




                                                                                                                                                                                                                                                                          EDGE THICKENING DETAIL
                                                                                                                                                                                                                                                                               SCALE 1 : 50                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                      N          LEVEL
                                                                                                                                                                                                                                                                                                                                                                DESIG                                                              CHANNEL
                                       DRILL AND EPOXY GROUT                                                                     PAINT SURFACE WITH                                                                                                                                                                                                                                        EDGE OF PAVEMENT
                                       R16-300 GALVANISED DOWELS (450 LONG)                                                      BOND BREAKER                                TYPICAL HEADWALL SETOUT
                                       150 INTO EXISTING SLAB.                                                                                                               SCALE 1:50

                                                                                   TYPICAL PROPOSED SLAB TO                                                                       DENOTES SETOUT POINT
                                                                                   EXISTING SLAB JOINT DETAIL                                                                                                                                                                                                                                                      BCC KERB AND CHANNEL SET-OUT
                                                                              JOINT SEALANT TO BE INSPECTED ANNUALLY OVER THE                                                                                                                                                                                                                                      POINTS AND DESIGN LEVELS
                                                                              LIFE OF THE PAVEMENT AND RE-SEALED AS REQUIRED.                                                                                                                                                                                                                                      (REFER IPWEA STANDARD DWG NO. RS-080)
                                                                                                                                                                                                                                                                                                                                                                   SCALE 1:20

                                                                                                                                                                                                                                                                                                                                                                                 DENOTES SETOUT POINT
                                                   REFER STRUCTURAL
                                                         PLANS




                                                                                                                                     1N12 CONTINUOUS                                                                                    RIP RAP GROUTED SCOUR ROCK PROTECTION - ROCK
                                                                                                           40             110                            ROUND TOE
                                                                                                                                     N12-300 'L' BARS.   OF BATTER                                                                      TYPE TO BE APPROVED BY SUPERINTENDENT.
                                                                                                                                     300 LEG. TYPICAL.                                                                                  ROCK SIZE 200 DIA.
                                                                                                                                                                                                                                        ROCK TO PROTRUDE GROUT BY 1/2 ROCK DIAMETER.
                                                                                                    150




                                                                                                                                  REFER TO BELOW FOR
                                                                                                                                  EDGE THICKENING                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                  DETAILS.                                                     OUTLET I.L.                                                                                                                                                                                                    APPROVED PLAN
                                                                                                                                  COMPACTED FREE                                                                                                                                                                                                                                                           OPW22/0303 21 APR 2023
                                                                                              300




                                                                                                                                  DRAINING GRAVEL                                                                                                                    SURFACE LEVEL




                                                                                                                                                                                                                                                             300
                                                                                                                                 100Ø AGG LINE WITH
                                                                                                                300              ADEQUATE FALLS TO
                                                                                                                                 OUTLET
                                                                                                                                                                     COMPACTED EMBANKMENT MATERIAL                                                                                                                                                                                         CONSULTANT: MPN CONSULTING PTY LTD
                                                                                                                                                                                                                                   1000 MIN.                                                                                                                                               CONTACT: LACHLAN STEPHENSON
                                                  TYPICAL KERB DETAIL - CONCRETE PAVEMENT                                                                                                                                                                                                                                                                                                  (RPEQ 16903)
                                                   SCALE 1:20                                                                                                                                                                                                                                                                                                                              TELEPHONE: (07) 3335 4595

                                                                                                                                                                                                      TYPICAL ROCK PROTECTION DETAIL                                                                                                                                                                                                  DATE 25.11.2022
                                                                                                                                                                                                      NOT TO SCALE




                                                                                                                                                                                                                                                                                                                                                                                            2      25.11.22 FOR APPROVAL                                          KC      LS

                                                                                                                                                                                                                                                                                                                                                                                            1      11.11.22 FOR COORDINATION                                      KC      LS
                                                                                                                                                                                                                                                                                                                                                                                           ISSUE DATE                       AMENDMENT                             BY     APP
                                                            100




                                                                                                                                                                                                             BIO RETENTION                                                                                                                                                                      COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                                                           WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                             BASIN                                                                                                                                                                                         CONSULTING PTY LIMITED 2018 ©



                                                                                                          1650±50                              150                                                                           200mm MIN. DIA. ROUND ROCK PLACED
                                                                                                                                                                                                                             ON BIDIM A44 GEOFABRIC. (300mm
                                                                                                                                                                                                                             THICKNESS)                                                                                                                                                    ABN: 39 062 191 799                                             P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                                                           39 Sherwood Road, Toowong, Qld, 4066                   E: [email protected]
                                                                                      TYPICAL WHEEL STOP DETAIL                                                                  ROOFWATER
                                                                                      N.T.S.                                                                                     PIPE                   OUTLET I.L.
                                                                                      SET OUT TO BE IN ACCORDANCE WITH AS2890
                                                                                                                                                                                                                                               SURFACE
                                                                                                                                                                            COMPACTED                                                          LEVEL
                                                                                                                                                                            EMBANKMENT
                                                                                                                                                                            MATERIAL




                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                                         PROVIDE TURF TO                                                                                                                                                                                                                                                                                                                    LOT 22 MEDIHUB
                                                     FULL WIDTH OF SWALE
                                                                                                                                                                            RETAINING WALL                                                                                                                                                                                                  NOOSA BUSINESS CENTRE
                                                                                               4                      4                                                                                                                                                                                                                                                                     28 EENIE CREEK ROAD
                                                                                                     1            1                                                                                                                                                                                                                                                                         NOOSAVILLE, QLD 4566
                                                                                                                                                                                                    BIORETENTION LAYERS
                                                                                                                                                                                                                                                                                                                                                                                                          CIVIL WORKS DETAILS
                                                                      0.125m MIN




                                                                                                                           PROVIDE ADEQUATE
                                                                                                                           FALLS TO OUTLET                                                   TYPICAL SCOUR PROTECTION DETAIL
                                                                                                                                                                                             NOT TO SCALE                                                                                                          0   0.2    0.4   0.6    0.8        1.0
                                                                                           SWALE DRAIN                                                                                                                                                                                                                                                                                     DESIGN: KC             DRAWN:      KC          SCALES:       AS SHOWN

                                                                                                                                                                                                                                                                                                                   SCALE     1:20 (A1)    1:40 (A3)                                        CHKD:                  APPRD:                  DATE:
                                                                                           N.T.S.
                                                                                                                                                                                                                                                                                                                                                                                                mpn JOB             DRAWING No.                                        REV
                                                                                                                                                                                                                                                                                                                   0   0.5    1.0          2.0        2.5
                                                                                                                                                                                                                                                                                                                                                                                             8662 CP.2.101C 2
                                                                                                                                                                                                                                                                                                                   SCALE     1:50 (A1) 1:100 (A3)
                                                                                                                                                                                                                                                                                                                                                                                               FOR APPROVAL
Document Set ID: 22315064
Version: 1, Version Date: 20/02/2023