102255ltr SMP Iss B

                                                                                            600 X 600 SEALED PIT
                                  SURFACE FLOW DIRECTED                                                                                                               LEVEL SPREADER
                                  TO SEDIMENT TRAP
                                                                                                                                                                      CONCRETE EDGING

                                                                                                                                    1000mm

                                                                                                                                                                                                                                                                PRECAST CONCRETE
      CAPPED Ø150 STORMWATER                                                                                                                                                                                                                                    HEADWALL TO SUIT
     CONNECTION FOR DRIVEWAY                                                                                                                                                                                                                                    OUTLET PIPE.              RIP RAP SCOUR
           AND SURFACE WATER                                                                                                                                                                                                                                                              PROTECTION.
                                                                                                                                                                     OUTLET PIPE.                                                                                                         1m LONG.
                                                                                                                                                                     REFER TRENCH OUTLET                                                                                                  NOMINAL 100mm ROCK ON
                                      SEDIMENT TRAP




                                                                                                                1100mm
                                                                                                                                                                     DETAILS.                                                                                                             A34 BIDIM GEOFABRIC.




                                                                                                                                                                                                                                                                                                LEVEL SPREADER
                                                                                                                                                                                                                                                                                                CONCRETE EDGING

                                                                                                                                             REFER TO INFILTRATION
                                                                                                                                             TRENCH DETAIL
                                                                                                                                             FOR FURTHER
                                                                                                                                             INFORMATION.                                                                                                              1000mm




                                                                                                                      LEVEL SPREADER
                                                                                                        PROVIDE 150mm WIDE CONCRETE
                                                                                                                 EDGING TO PERIMETER
                                                                                                            OR APPROVED EQUIVALENT.

                                                                                                                          PROVIDE GRATED IOS
                                                                                                                                ON EACH END.
                                 200mm AGGREGATE LAYER.                                    PROVIDE ATLANTIS MATRIX CELLS.
                                                d50 = 50mm                                 PART NO. 70004 (DOUBLE)
                                 DETAILS TO BE CONFIRMED                                   OR APPROVED EQUIVALENT DETAILS.
                                                                                           REFER MANUFACTURERS SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                   STORMWATER DRAINAGE NOTES
                                                                                                                                                                                                                                                                                                                                                                   1. ALL STORMWATER DRAINAGE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 6.7.5 OF
                                                                                                                                                                                                                                                                                                                                                                      NOOSA SHIRE PLANNING SCHEME POLICY FOR DEVELOPMENT WORKS AND COUNCIL's
                                                                                                                                                                                                                                                                                                                                                                      STANDARD DRAWINGS.

                                                                                                                                                                                                                                                                                                                                                                   2. ALL PVC-U STORMWATER PIPES TO BE CLASS SN8 U.N.O.

                                                                                                                                                                                                             Ø225 PIPE WITH                                Ø225 PIPE WITH1xØ98 ORIFICES                                                                            3. ALL PP (STORMPRO) PIPES TO BE CLASS SN8 U.N.O.
                                                                                                                                                                                        1xØ41 ORIFICE AT 164mm ABOVE BASE                                  AT 113mm ABOVE BASE
                                                                                                                                                                                                                                                                                                                                                                   4. ALL STORMWATER PIPES TO BE RUBBER RING JOINTED.
                                                                                                                                                                                              1xØ86 ORIFICE AT BASE INVERT
                                                                                                                                                                                                                                                           TRENCH BASE                                                                                             5. FINAL LID AND GRATE LEVELS OF MANHOLES AND PITS TO BE ADJUSTED ON SITE TO SUIT ALL
                                                                                                                                                                                                                                                                                                                                                                      EARTHWORKS AND FINISHED SURFACE LEVELS.

                                                                                                                                                                                                                                                                                                                                                                   6. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATION FOR PVC-U PIPES
                                                                                                                                                                                                                                                                                                                                                                      AND SPECIFICATION FOR R.C. PIPES.

                          INLET PIPE (BEHIND)                                                                                                                                                                                                 PIPES TO JOIN AT BASE.                                                                                               7. MAINTENANCE HOLES TO BE CONSTRUCTED IN ACCORDANCE WITH THE INSTITUTE OF PUBLIC
                                                                                                                                                                                                                                                                                                                                                                      WORKS ENGINEERING AUSTRALIA QUEENSLAND DIVISION's (IPWEA) DRG. No.'s DS-010, 015,
                                                                                              9600mm                          REFER TRENCH OUTLET DETAIL.                                                                                                                                                                                                             018, 019, 020 AND 021.
                                                                                                                                                                                                                               TRENCH OUTLET DETAIL
                                                                                                                PROVIDE Ø100 SLOTTED PIPE THROUGH CELLS                                                                                                                                                                                                            8. TYPE 2 BEDDING TO BE USED TO ALL STORMWATER PIPES UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                    SCALE 1:40 (A3)
                                                                                                                GEOFABRIC                                                                                                                                                                                                                                          9. EXCAVATION, BEDDING AND BACKFILL OF STORMWATER PIPES TO BE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                      IPWEA DRG. No. DS-030.
                                                                         TYPICAL INFILTRATION TRENCH DETAIL
                                                                                                                                                                                                                                                                                                                                                                   10. ALL FIELD INLETS TO BE TYPE 2 IN ACCORDANCE WITH IPWEA DRG. No. DS-050 UNLESS NOTED
                                                                                              SCALE 1:40 (A3)                                                                                                                                                                                                                                                          OTHERWISE.

                                                                                                                                                                                                                                                                                                                                                                   11. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION OF GROSS POLLUTANT TRAPS.

                                                                                                                                                                                                                                                                                                                                                                   12. UNLESS NOTED OTHERWISE, A MINIMUM COVER OF 600mm SHALL BE MAINTAINED OVER ALL
                                                                                                                                                                                                                                                                                                                                                                       STORMWATER PIPES UNDER ROADWAYS AND A MINIMUM COVER OF 450mm SHALL BE
                                                                                                                                                                                                                                                                                                                                                                       MAINTAINED FOR ALL INTERALLOTMENT DRAINAGE.

                                                                                                                                                                                                                                                                                                                                                                   13. CONTRACTOR TO MAINTAIN A 1.0m CLEARANCE WITH INTERALLOTMENT STORMWATER PIPES
                                                                                                                                                                                                                                                                                                                                                                       TO SEWER MAINS (O.D. TO O.D.)
                                                                                                                                                                                                                                                                                                                                                                   14. STORMWATER FLOWS ON PLAN ARE BASED ON PEAK FLOW RATES


                                                                                                                                                                                                                                                                                                                                                                                                        Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                        Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                                                                                                                                                        Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                                                                                        Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                              SCALE 1:20 (A1) - 1:40 (A3)                                               the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                                                                        services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                                                        contractor prior to commencement of works.
                                                                                                                                                                                Approved
Checked -    CSC
                                                                                                                                                         Consulting Civil &                                                              Drawing title -                                       Project -   RESIDENTIAL SUBDIVISION                  Site -                                             Project No.     213029 Sheet No.                  C301
Design -    AG         Drawn -   TW                                                                                                                      Structural Engineers                                                           STORMWATER DETAILS                                                                                         41 PICTURE POINT CRESCENT,                          Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                       C300 STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                       MANAGEMENT PLAN         Issue :        B
Scales -    AS SHOWN                                                                                                                                     Project Management                                                                                                                    Client -                                            NOOSA HEADS, QLD                                     This Document is copyright and shall not be copied
                                                          B   08.05.23   RFI RESPONSE                                    AG                                                     124 DUPORTH AVENUE
                                                                                                                                                                                PO BOX 16
                                                                                                                                                                                                               Ph (07) 5443 7777
                                                                                                                                                                                                               Fax (07) 5443 7577
                                                                                                                                                                                                                                                                                                           MRS. HEIDI MEYER                                                                             without written approval, nor shall it be used except
  Document Stage -         APPROVAL
                                                          A   09.03.23   RFI RESPONSE                                    TW
                                                                                                                                                         & Planning             MAROOCHYDORE QLD 4558
                                                                                                                                                                                                                                                                                                                                                                                                            for the Development and the Site Specified.
                                                      Issue Date                        Description                      By                                                     E-MAIL: [email protected]
       c:\12dS\data\12DSERVER\213029_1964\DWG Covey\Civil\Uncontrolled\C300 STORMWATER MANAGEMENT PLAN.dwg                                                                                                                                                                                                                                                                                            Plot 15 May 2023 - 2:27 PM