Erosion and sediment control plan

  PROPOSED EROSION & SEDIMENT CONTROL PLAN AT                                                                                                                      General Notes
                                                                                                                                                                   G1.  All works and materials shall be in accordance with current local

  21 NANNYGAI STREET, NOOSAVILLE 4566                                                                                                                                   authority & council policies/plans, specifications, standard drawings,
                                                                                                                                                                        National Code of Construction (NCC) and relevant Australian
                                                                                                                                                                        Standards.

  (LOT 54 RP76937)                                                                                                                                                 G2. These drawings are to be read in conjunction with any architectural
                                                                                                                                                                        plans, any related consultants drawings/specifications and any
                                                                                                                                                                        written instructions that may be issued during the course of the
                                                                                                                                                                        work. Any discrepancies are to be reported immediately.
                                                                                                                                                                   G3. All drawings contained within are not to be scaled off and the
                                                                                                                                                                        engineer takes no responsibility for any such action.
                                                                                                                                                                   G4. All dimension setting out and off-site work shall be verified on site by
                                                                                                                                                                        the contractor before construction and fabrication is commenced.
                                                                                                                                                                   G5. Stability of the building during construction, including additional
                                                                                                                                                                        propping & bracing & excavation in the vicinity of neighboring
                                                                                                                                                                        buildings, is the responsibility of the builder. Approval of all
                                                                                                                                                                        proposals must be granted in writing prior to commencement of
                                                                                                                                                                        work.
                                                                                                                                                                   G6. The contractor shall by means of props and shoring, if necessary,
                                                                                                                                                                        maintain the structure in a stable condition at all times, ensuring no
                                                                                                                                                                        part shall be over-stressed during construction.
                                                                                                                                                            N      G7. Where a demolition report has been provided, procedures are to be
                                                                                                                                                                        followed strictly.




                                                                                                                               -N
                                                                                                                                                                   G8. Location and level of existing services and structures where shown,
                                                                                                                                                                        have been plotted from available records and is indicative only. The




                                                                                                                                 AN
                                                                                                                                                                        contractor shall accurately locate all services on site prior to
                                                                                                                                                                        commencing works and shall protect all existing services during
    DRAWING INDEX




                                                                                                                                   NY
                                                                                                                                                                        construction. Any damage to existing services shall be repaired at
                                                                                                                                                                        the contractors expense.




                                                                                                                                     GA
                                                                                                                                                                   G9. All works shall comply with the workplace health and safety act.
      No.                    TITLE                    ISSUE                                                                                                        G10. Fire ant control is the responsibility of the contractor and he/she




                                                                                                                                       IS
                                                                                                                                                                        must have appropriate DPI/DNR certification.
        1       NOTES - SHEET 1                         A
                112




                                                                                                                                                                   Site Preparation Notes




                                                                                                                                                   TR
        2       NOTES - SHEET 2                         A




                                                                                                                                                     EE
        3       E.S.C. PLAN                             A                                                                                                          F1.      Site earthworks shall be in carried out in accordance with AS3798,
                                                                                                                                                                            Guidelines on earthworks for commercial & residential developments.
        4       E.S.C. DETAILS                          A




                                                                                                                                                       T-
                                                                                                                                                                   F2.      Topsoil & organic material shall be removed from the construction
                                                                                                                                                                            pad & stockpiled for later use in landscaping, any loose or soft
                                                                                                                                                                            material encountered shall also be removed. Voids created from the
                                                                                                                                                                            removal of poor material or vegetation shall be filled & compacted
                                                                                                                                         PROPOSED                           with suitable material to a minimum density ratio of 95% standard
                                                                                                                                         SITE WORKS.                        compaction for cohesive soils or 65% minimum density index for
                                                                                                                                                                            cohesionless soils.
                                                                                                                                                                   F3.      The contractor is to ensure stability of all excavations & structures
                                                                                                                                                                            (including existing elements/adjoining properties) during
                                                                                                                                                                            construction. Excavations drawn behind elements are indicative only.
                                                                                                                                                                            It is the contractor's responsibility to assess encountered ground

                                                                                    SITE LOCATION IMAGE NOT TO SCALE                                               F4.
                                                                                                                                                                            conditions & batter excavations to maintain stability & provide all
                                                                                                                                                                            necessary components required.
                                                                                                                                                                            The contractor is to take all responsibility for contacting services
                                                                                                                                                                            in arrangement of disconnecting services or supply that require
                                                                                                                                                                            cutting & sealing as required.
                                                                                                                                                                   F5.      Unless displayed on these plans the effects from temporary
                                                                                                                                                                            excavations for the repair or replacement of services have not been
                                                                                                                                                                            taken into account.



  JESS B GABRILAITIS
     RPEQ 23224
COPYRIGHT - The plans,                                                                                       CLIENT                      PROJECT                   TITLE
designs and information
contained in this document
                                                                                                               ONE PROPERTY                PROPOSED NEW DWELLING    NOTES - SHEET 1
are the copyright of
Northside Engineering Pty
Ltd. Use or copying of the                                                                                     DEVELOPMENT                   (EROSION & SEDIMENT   LOCATION

document in whole or in                                               UNIT 7, LEVEL 1                                                           CONTROL PLAN)        21 NANNYGAI STREET, NOOSAVILLE 4566
part without the written                                              87 WEBSTER ROAD
permission of Northside 12/07/21 ISSUE FOR APPROVAL                   STAFFORD QLD 4053                      DESIGN    DRAWN   CHECKED   SCALE                      SHEET       JOB NUMBER                         SHEET    OF         ISSUE

                                                                                                                                                                                   04235-ESC
                                                                A
Engineering constitutes an
infringement of copyright. DATE DESCRIPTION                   ISSUE
                                                                      PH. 07 3053 3183
                                                                      E. [email protected]   DR/TZ       DR      TZ         NTS                          A3                                            1         4        A