CP.2.101C[2]

                                                                                                                                                                                                                                                                                                          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
                                                                                           DETAILS.                                                     OUTLET I.L.
                                                                                           COMPACTED FREE
                                                       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