Proposed Earthworks - 21 Seaview Tce, Sunshine Beach - OPW24-0146 · OPW24/0146

                                                                                                                                                                                                                                                                           EARTHWORKS NOTES
                                                                                                                                                                                                                                                                           1.  EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH COUNCIL APPROVED
                                                                                                                                                                                                                                                                               EARTHWORKS PLANS. NO CONSTRUCTION SHOULD TAKE PLACE WITHOUT
                                                                                                                                                                                                                                                                               COUNCIL APPROVAL AND/OR CONSTRUCTION ISSUE PLANS.
                                                                                                                                                                                                                                                                           2. ALL LOTS TO BE GRASS SEEDED/TURFED AND FREE DRAINING TO ROOF WATER
                                                                                                                                                                                                                                                                               DRAINAGE OR ROADWAY, AS REQUIRED. THE CONTRACTOR IS TO ENSURE
                                                                                                                                                                                                                                                                               PONDING OF SURFACE WATER DURING CONSTRUCTION IS MINIMIZED.
                                                                                                                                                                                                                                                                           3. PRIOR TO COMMENCEMENT OF EARTHWORKS, A NATA APPROVED GEOTECHNICAL
                                                                                                                                                                                                                        PROPOSED                                               INSPECTION & TESTING AUTHORITY (GITA) SHALL BE ENGAGED TO UNDERTAKE
                                                                                                                                                                                                                        POOL AREA                                              INSPECTION & TESTING AS REQUIRED.
                                                                                                                                                                                                                         FFL 59.86                                         4. CLEARING REQUIRED TO BE UNDERTAKEN BY THE CONTRACTOR IS TO BE
                                                                                                                                                                                                                                                                               STRICTLY IN ACCORDANCE WITH A COUNCIL APPROVED VEGETATION
                                                                                                                                                                                                                                                                               MANAGEMENT PLAN (IF RELEVANT), INCLUDING THE LIMITS OF ALLOWABLE
                                                                                                                                                                            EXISTING SURFACE                                                                                   CLEARING, TREE PROTECTION REQUIREMENTS AND THE USE OF A FAUNA
                                                                                                                                                                                 LEVEL (E.S.L.)                                                                                SPOTTER/CATCHER, AS SPECIFIED.
                                                                                                                                                                                                                                                                           5. ALL FILL MATERIAL PLACED ON SITE IS TO COMPRISE OF ONLY NATURAL EARTH
                                                                                                                                                                                                                                              NEW RETAINING WALL (DESIGN
                                                                                                                                                                                                                                                                               AND ROCK AND IS TO BE FREE OF ALL CONTAMINANTS AND IN ACCORDANCE WITH
                                                                                                                                                                                                                                              & CERTIFICATION BY OTHERS)       AS3798, THE ENVIRONMENTAL PROTECTION ACT 1994 AND AS SPECIFIED BY THE
                                                                                                                                                                                                                                                                               GITA
                                                                                                                                                                                                                                                                           6. A NOMINAL TOPSOIL DEPTH OF 150mm MAY HAVE BEEN USED TO DETERMINE
                                                                                                                                                                                                                                                                               TOPSOIL AND EARTHWORK QUANTITIES. TOPSOIL DEPTH SHALL BE CONFIRMED BY
                                                                                                                                                                                                                                                                               GITA AS EARLY AS POSSIBLE. ANY CHANGES WILL AFFECT THE EARTHWORK
                                                                                                                                                                  PROPOSED                                                                                                     QUANTITIES PROVIDED.
                                                                                                                                                                   BUILDING                                                BUILDING WALL (DESIGN &                         7. TOPSOIL SHALL BE STOCKPILED IN A SUITABLE LOCATION AND RESPREAD AS
                                                                                           PROPOSED
                                                                                                                                                                   FFL 52.40                                               CERTIFICATION BY OTHERS)                            REQUIRED.
                                                                                           DRIVEWAY                                                                                                                                                                        8. MATERIAL TO BE PLACED IN 300mm (MAXIMUM) LAYERS AND COMPACTED TO A
                                                                                                                                                                                                                                                                               MINIMUM OF 95% AS. 1289(STANDARD) OF THE MAXIMUM DRY DENSITY. THE INSITU
                                                                                                                                                                                                                                                                               DENSITY OF THE FILL MATERIAL SHALL BE TESTED AT THE RATE ADVISED BY THE
                                                                                                                                                                                                                                                                               GITA.
                                                                                                                                                                                                                                                                           9. COMPACTION TESTING SHALL BE PERFORMED BY THE GITA.
                                                       SEAVIEW                                                                                                                                                                                                             10. BULK SURFACE CONTOURS REFLECT THE BOXED LEVELS OF DRIVEWAYS,
                                                                                                                                                                                                     FINISHED SURFACE                                                          FOOTPATHS, BUILDINGS, ETC.
                                                       TERRACE                                                                                                                                       LEVEL (F.S.L)                                                          10.1. WHERE A USABLE SLAB DESIGN PLAN HAS NOT BEEN PROVIDED TO JIVY
                                                                                                                                             SECTION        A                                                                                                                       CONSULTING, BULK SURFACE CONTOURS WILL NOT BE PROVIDED.
                                                                                                                                                                                                                                                                            10.2. IN THIS INSTANCE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INTERPOLATE
                                                                                                                                                           1000
                                                                                                                                                                                                                                                                                    BULK EARTHWORKS LEVELS FROM THE FINISHED SURFACE CONTOURS.
                                                                                                                                                                                                                                                                           11. FINISHED SURFACE CONTOURS REFLECT THE FINAL LEVELS OF THE SITE
                                                                                                                                                                                                                                                                               FOLLOWING ALL IMPROVEMENTS BEING CONSTRUCTED ON SITE.
                                                                                                                                                                                                                                                                           12. CONTRACTOR IS TO CONFIRM ANY EXISTING SERVICES PRESENT ON SITE AND
                                                                                                                                                                                                                                                                               LIAISE WITH THE RELEVANT SERVICE AUTHORITIES FOR THEIR RELOCATION/
                                                                                                                                                                                                                                                                               REMOVAL WHERE REQUIRED.
                                                                                                                                                                                                                                                                           13. EARTHWORKS PLANS SHOULD BE READ IN CONJUNCTION WITH EROSION &
                                                                                                                                                                                                                                                                               SEDIMENT PLANS, NOTES, AND DETAIIL
                                                                                                                                                                                                                                                                           14. RETAINING STRUCTURE DESIGN IS TO BE COMPLETED BY OTHERS.




                                                                                                                                                                  EXISTING SURFACE
                                                                                                                                                                       LEVEL (E.S.L.)



                                                                                                                                                  PROPOSED
                                                                                                                                                   BUILDING
                                                                     NEW RETAINING WALL                                                            FFL 52.40
                                                                      (DESIGN BY OTHERS)                                                                                                                   BUILDING WALL (DESIGN &
                                                                     BUILDING WALL (DESIGN &                                                                                                               CERTIFICATION BY OTHERS)
                                                                    CERTIFICATION BY OTHERS)
                                                                                                                                                                                                  FINISHED SURFACE
                                                                                                                                             SECTION        B                                     LEVEL (F.S.L)
                                                                                                                                                           1000




                                                                                                                                                         EXISTING SURFACE
                                                                                                                                                              LEVEL (E.S.L.)

                                                                                                                                             PROPOSED
                                                                                                                                             DRIVEWAY

                                                                                                                                                                                                            NEW RETAINING WALL (DESIGN &
                                                                                                                                                                                                            CERTIFICATION BY OTHERS)

                                                                            NEW RETAINING WALL                                                                 FINISHED SURFACE              NEW RETAINING WALL
                                                                             (DESIGN BY OTHERS)                                                                LEVEL (F.S.L)                  (DESIGN BY OTHERS)




                                                                                                                                             SECTION        C
                                                                                                                                                           1000

No.   AMENDMENT DESCRIPTION   DRAWN   DATE
                                                 ASSOCIATED CONSULTANTS:            CLIENT:                                                                                                                          STATUS:                                               EARTHWORKS
 A       ISSUE FOR APPROVAL    KS     19/08/24
                                                                                        MARK AND JULIE HOGAN                                                                                                                                                               SECTIONS, NOTES AND DETAILS
                                                                                                                                                                                        p:    (+614) 35 566 881
                                                                                                                                                                                        q:    [email protected]                                                            21 SEAVIEW TERRACE, SUNSHINE BEACH
                                                                                                                                                                                        w:    www.jivy.com.au                  ISSUED FOR
                                                                                                0     200     400     600    800 1000mm
                                                                                                                                                                                        a:    Logan Reserve, QLD                APPROVAL                                    SCALE      1:100                          DRAWING No.                 REVISION
                                                                                               PRINT REDUCTION BAR | A1 SHEET
                                                                                                                                                                                                                                                                            DESIGNER KS
                                                                                               ALL RIGHTS RESERVED. NO REPRODUCTION UNLESS
                                                                                                           WRITTEN CONSENT GIVEN
                                                                                                                                                                                                                                                                            DATE       11/12/23
                                                                                                                                                                                                                                                                                                                     P10003_002-101                   A