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20220078 Wyandra St Civil OPW

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                                                                                                                                                                                                                                         OP WORKS
                                                                                                                                                                                                                                      NOT FOR CONSTRUCTION




                                                                          ROOF DRAINAGE TO HYDRAULIC
                                                                          ENGINEERS SPECIFICATIONS
                                 Ø100 HIGH FLOW OUTLET
                                                                                                                                                 ORIFICE PLATE DISK
                                                                                                                                                 WITH 53mm ORIFICE
                                   4,000L ATTENUATION TANK OR SIMILAR

                                                                                                                        HIGH FLOW                       TANK WALL
                                                                                                                        OUTLET


                                                                                                                                                            TANK BASE
                                                                                                                  SCREW ON
                                                                                                                  ACCESS CAP
                                            ATTENUATION VOLUME


                                                                                                                         OUTLET TO            ORIFICE DISK TO BE GLUED INSIDE
                                                                                                                         DRAINAGE             JUNCTION. uPVC OUTLET FROM
                                                                                                                         NETWORK              TANK TO BUTT UP AGAINST
                                   LOW FLOW ORIFICE OUTLET
                                                                                                                                              ORIFICE DISK




                                                                                                                      LOW FLOW OUTLET WITH SCREW CAP




                                                             DETAIL A - RAINWATER ATTENUATION TANK




  TERMINATE REINFORCING FABRIC
  MESH 50mm BEFORE JOINT.                                                                                                                             RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A
                                                                                                                                                      BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED
                                 FULL HEIGHT 10mm THICK ABLEFLEX                                                                                                                                                                                                                 13/07/2022
                                 WITH PULL AWAY STRIP AT TOP
                                                                                                                                                                        TERMINATE REINFORCING FABRIC                                                                             EA ID: 2557785
                                                                                                                                                                                                                                                                                  RPEQ: 26443


                                                                                                                                                                        MESH 50mm BEFORE JOINT.
                                                                                                                                                                                                                                         DO NOT SCALE, IF IN DOUBT ASK!


                                                                                                                                                                                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                                                                                                                                            C 11/07/22 ISSUE FOR OPW                                           BP        NW
                                                                                                                                                                                                                         B       24/06/22 UPDATE ISSUE FOR MCU                              BP        NW
                                                                                                                                                                                                                         A 30/03/22 ISSUE FOR MCU                                           BP        NW
                                                                                                                                                                                                                        Rev Date             Description                                    By Chk




DEJ - DOWELLED EXPANSION CONSTRUCTION JOINT
                                                                                                                        DCJ - DOWELLED CONSTRUCTION JOINT
                                                                                                                                                                                                                           [email protected]
                                                                           DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
                                                                                                                                                                                                                           37 MARY ST NOOSAVILLE, QLD
                                                                 OPTION                DOWEL           CENTRES         PRODUCT OPTIONS                                                                                     07 5211 1003
                                                                   1            150x150x6mm THK PL.     600mm                PEIKKO                                                                                     Client
                                                                   2           S20x400 LONG SQUARE      600mm        DANLEY / LESA OR EQUIV
                                                                                                                                                                                                                        FORDE PROPERTY
                                                                   3             10x75x150 LONG PL.     600mm            LESA HI MOVE
                                                                   4        110x110x10 DIAMOND DOWEL    500mm        DANLEY / LESA / PEIKKO                                                                             Project Name
                                                                                                                                                                                                                        RESIDENTIAL DUPLEX DEVELOPMENT
                                                                                                                                                                                                                        6 WYANDRA STREET
                                                                                                                                                                                                                        NOOSA HEADS

                                                                                                                                                                                                                         Title
                                                                                                                                                                                                                        ROADS AND DRAINAGE DETAILS




                                                                                                                                                                                                                        Project No.                Discipline           Status
                                                                                                                                                                                                                                  20220078                      CIVIL                OPW
                                                                                                                                                                                                                        Designed By                Drawn By             Scale
                                                                                                                                                                                                                                                                                                       (at
                                                                                                                                                                                                                                       BRP                      BRP                  N.T.S            A1)

                                                                                                                                                                                                                         Drawing No.                                                       Revision

                                                                                                                                                                                                                                 C31                                                              C
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