Updated Engineering Plans - P0433-25-001-01 20260114 · MCU26/0001

GENERAL NOTES:                                                                                                               ROADWORKS AND DRAINAGE NOTES                                                                                                                       EARTHWORKS NOTES                                                                                                     DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                 12. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
                                                                                                                                                                                                                                                                                1.     IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL
1.     THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, PLANT AND EQUIPMENT TO CONSTRUCT THE WORKS                          1.     ALL WORKS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S STANDARD DRAWINGS, METHODS                                                                                                                                                                    13. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
                                                                                                                                                                                                                                                                                       CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
       AS DOCUMENTED AND STRICTLY IN ACCORDANCE WITH THE RELEVANT AUTHORITY STANDARDS,                                              AND SPECIFICATIONS.                                                                                                                                                                                                                                          14. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT
                                                                                                                                                                                                                                                                                2.     GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE
       SPECIFICATIONS AND REQUIREMENTS.                                                                                             NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS,                                                                                                                                                                                  LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                       WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING
2.     THE EXISTING SERVICES THAT ARE SHOWN ON THE DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES                                   THE ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY THE SUPERINTENDENT DURING                                                                                                                                                                                       PLAN
                                                                                                                                                                                                                                                                                       AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
       ONLY. NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPAL FOR INFORMATION THAT HAS                             CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY                                                                                                                                                                                  15. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS
                                                                                                                                                                                                                                                                                3.     UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED
       BEEN SUPPLIED BY OTHERS, OR ANY EXISTING SERVICES THAT MAY BE PRESENT NOT SHOWN ON THE                                       WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION.                                                                                                                                                                                                     (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
                                                                                                                                                                                                                                                                                       SHOULD BE REMOVED DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE
       DRAWINGS. THE CONTRACTOR SHALL VERIFY THE POSITION OF ANY UNDERGROUND SERVICES WITHIN THE                              3.    NEW CONSTRUCTION SHALL BE NEATLY JOINED TO EXISTING FORMATION. WHERE REQUIRED, THE EXISTING                                                                                                                                                                  16. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND
                                                                                                                                                                                                                                                                                       MATERIAL TO BE REMOVED FROM SITE.
       AREAS OF WORKS AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO. ANY ALTERATION                                   FORMATION SHALL BE SAW CUT IN ACCORDANCE WITH IPWEAQ STD DRG RS-170. LEVELS AND GRADIENTS AT                                                                                                                                                                     STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE
                                                                                                                                                                                                                                                                                4.     COMPACTION OF EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED
       WORKS TO SERVICES WILL BE CARRIED OUT ONLY BY THE SERVICE OWNER AUTHORITY UNLESS APPROVED                                    CONNECTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO ACHIEVE A SMOOTH CONNECTION.                                                                                                                                                                        TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
                                                                                                                                                                                                                                                                                       WITH VIBRATORY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON
       OTHERWISE.                                                                                                             5.    THE CONTRACTOR SHALL SUPPLY THE SUPERINTENDENT WITH THE SUBGRADE TEST RESULTS NECESSARY                                                                                                                                                                      17. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS
                                                                                                                                                                                                                                                                                       SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL
3.     ALL CONSTRUCTION ACTIVITIES UNDERTAKEN SHALL COMPLY WITH CURRENT WORKPLACE HEALTH AND SAFETY                                 FOR ALL PAVEMENT DESIGN.                                                                                                                                                                                                                                         TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
                                                                                                                                                                                                                                                                                       REPORT AND AS1289.
       REQUIREMENTS AND LEGISLATION.                                                                                          6.    THE CONTRACTOR SHALL ENSURE A MINIMUM OF 100mm TOPSOIL TO ALL VERGE AND BATTER AREAS (AND                                                                                                                                                                    18. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
                                                                                                                                                                                                                                                                                5.     A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG
4.     PRIOR TO COMMENCING WORK, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RELEVANT LOCAL                                     STABILISATION AS ORDERED)                                                                                                                                                                                                                                        GEOTECHNICAL ENGINEER AS OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT. TEMPORARY
                                                                                                                                                                                                                                                                                       HAUL ROADS AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE
       AUTHORITY PERMITS.                                                                                                     7.    THE CONTRACTOR SHALL INSTALL ALL FOOTPATH AND PRAM RAMPS IN COMPLIANCE WITH THE AUTHORITY'S                                                                                                                                                                      UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE
                                                                                                                                                                                                                                                                                       REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
5.     THE CONTRACTOR SHALL NOT COMMENCE THE DEMOLITION OF ANY EXISTING BUILDINGS AND/OR STRUCTURES                                 STANDARD DRAWINGS. PRAM RAMPS ARE TO BE LOCATED CLEAR OF DRAINAGE GULLY PITS AND FUTURE                                                                                                                                                                          SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY GEOTECHNICAL
                                                                                                                                                                                                                                                                                6.     IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL
       WITHOUT APPROVAL FROM THE SUPERINTENDENT.                                                                                    DRIVEWAY POSITIONS INDICATED ON THE LAYOUT PLANS.                                                                                                                                                                                                                ENGINEER.
                                                                                                                                                                                                                                                                                       MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL.
6.     THE CONTRACTOR SHALL APPLY INDUSTRY BEST PRACTICE SO WORKS SHALL NOT DISTURB OR AFFECT NEARBY                          8.    THE CONTRACTOR SHALL INSTALL SUBSOIL DRAINS UNDER ALL KERBS AS REQUIRED BY THE LOCAL                                                                                                                                                                         19. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE
                                                                                                                                                                                                                                                                                       IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND
       RESIDENTS EITHER BY DUST, NOISE, FLOODING OR DISCONNECTION OF SERVICES. CONTRACTOR TO ENSURE                                 AUTHORITY'S STANDARDS.                                                                                                                                                                                                                                           REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
                                                                                                                                                                                                                                                                                       STONES, WITH MAXIMUM PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO COHERENT
       THAT ACCESS AND SERVICES TO EXISTING PROPERTIES ARE AVAILABLE AT ALL TIMES.                                           10.    ALL STORMWATER DRAINAGE MATERIALS, BEDDING, JOINTING AND STEP IRON REQUIREMENTS SHALL BE IN                                                                                                                                                                  20. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT
                                                                                                                                                                                                                                                                                       FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A
7.     THE CONTRACTOR SHALL VERIFY LEVELS OF EXISTING SERVICE CROSSINGS AND CONNECTION POINTS PRIOR                                 ACCORDANCE WITH THE RELEVANT AUTHORITIESS STANDARD DRAWINGS, METHODS AND SPECIFICATIONS.                                                                                                                                                                         UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
                                                                                                                                                                                                                                                                                       SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
       TO COMMENCEMENT OF WORKS AND NOTIFY SUPERINTENDENT OF ANY DISCREPANCIES BETWEEN ACTUAL AND                            11.    THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE AND CONSTRUCTION LOADS HOWEVER,                                                                                                                                                                       STRUCTURAL ENGINEER.
                                                                                                                                                                                                                                                                                7.     ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD
       PROPOSED DESIGN LEVELS.                                                                                                      THE CONTRACTOR SHALL ASSESS THE SUITABILITY OF MACHINERY USED ON SITE AND THE ANTICIPATED                                                                                                                                                                    21. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL
                                                                                                                                                                                                                                                                                       COMPACTION.
8.     THESE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE APPROVED VEGETATION                                        CONSTRUCTION LOADS, AND UPGRADE THE PIPE CLASSES IF NECESSARY IN ACCORDANCE WITH AS3725-2007.                                                                                                                                                                    BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A
                                                                                                                                                                                                                                                                                8.     ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
       MANAGEMENT PLAN, WHERE APPLICABLE. WHEN IN DOUBT, ALL EXISTING TREES ARE TO REMAIN UNLESS                             12.    ALL STORM WATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '3' STEEL                                                                                                                                                                                      LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
                                                                                                                                                                                                                                                                                       ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
       DIRECTED OTHERWISE.                                                                                                          REINFORCED CONCRETE UNLESS NOTED OTHERWISE. (ALL PIPES ARE Ø375 S.R.C.P. UNLESS
                                                                                                                                                                                                                                                                                       PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
9.     HOLD POINT: ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND FIELD INLETS FOR STORMWATER                              NOTED OTHERWISE).
                                                                                                                                                                                                                                                                                       ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR
       DRAINAGE AND SEWER RETICULATION HAVE BEEN POURED, CONSTRUCTION SHALL ONLY RE-COMMENCE ONCE                                   ALL STORM WATER PIPES UP TO AND INCLUDING 600Ø SHALL BE R.R.J. STORMWATER PIPES
                                                                                                                                                                                                                                                                                       PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
       THE SUPERINTENDENT AND/OR ENGINEER HAVE INSPECTED THE WORKS.                                                                 GREATER THAN 600Ø SHALL BE INTERNAL FLUSH JOINTED WITH PROPRIETARY EXTERNAL
                                                                                                                                                                                                                                                                                       THE GEOTECHNICAL REPORT.
10.    THE CONTRACTOR SHALL NOTE DURING THE COURSE OF THE WORKS WHEN JOINT INSPECTIONS WITH THE                                     BAND.                                                                                                                                                                                                                                                                    NOTE:
                                                                                                                                                                                                                                                                                9.     ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY                                NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN
       AUTHORITY AND THE SUPERINTENDENT ARE REQUIRED. THESE INCLUDE PRE-STARTS, SUBGRADES, PRE-SEALS,                        13.    SUBGRADE CBR TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT. FOR
                                                                                                                                                                                                                                                                                       DENSITY.                                                                                                              ON THE JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE
       CLEARING, AND OTHER SUCH INSPECTIONS AS NOMINATED IN THE APPROVAL AND THE SPECIFICATIONS. THE                                DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION, TESTS SHALL INCLUDE SOAKED                                                                                                                                                                                              SUPERINTENDENT OR THE PRINCIPAL FOR THIS INFORMATION WHICH HAS
                                                                                                                                                                                                                                                                                10. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE                                   BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION
       CONTRACTOR SHALL ENSURE NO WORKS PROCEED PAST THE INSPECTION POINT UNTIL THE JOINT INSPECTION                                CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.
                                                                                                                                                                                                                                                                                       STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE                               ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY
       HAS BEEN SUCCESSFULLY COMPLETED.                                                                                             CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE AUTHORITIES TO ASCERTAIN                                                                                                                                                                                                  UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR
                                                                                                                                                                                                                                                                                       ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY                                   MAKING GOOD ANY DAMAGE THERETO.
11.    THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE MOVEMENT OF TRAFFIC AND THE                                         SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT
                                                                                                                                                                                                                                                                                       REQUIREMENTS.
       PROTECTION OF PERSON AND PROPERTY THROUGH AND AROUND THE SITE. THE CONTRACTOR IS RESPONSIBLE                                 BY THAT SERVICE AUTHORITY ONLY.
                                                                                                                                                                                                                                                                                11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
       FOR ALL TRAFFIC MANAGEMENT INCLUDING THE DESIGN, CONSTRUCTION, MAINTENANCE AND REMOVAL OF                                    ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF
       TEMPORARY ROADWAYS, DETOURS, SIGNS, LIGHTS AND BARRIER AS REQUIRED STRICTLY IN ACCORDANCE WITH                               THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
       THE RELEVANT AUTHORITY REQUIREMENTS.                                                                                         ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO WORKS
                                                                                                                                    COMMENCING ON SITE, THE SUPERINTENDENT'S SURVEYOR SHALL PEG ALL ALLOTMENT
                                                                                                                                    BOUNDARIES, PROVIDE COORDINATE INFORMATION TO THESE PEGS AND PLACE BENCH. THE CONTRACTOR
                                                                                                                                    SHALL SET OUT THE WORKS FROM AND MAINTAIN THESE PEGS.
BULK EARTHWORKS NOTES                                                                                                               PIPE EXCAVATION, BEDDING AND BACKFILL (INCLUDING THE RESTORATION OF PAVEMENT
1.     NOTWITHSTANDING THE EXTENTS OF CUTTING AND FILLING SHOWN ON DRAWINGS, THE SUPERINTENDENT                                     TRENCHES IS TO BE AS PER I.P.W.E.A.Q. STANDARD DRAWINGS DS-030 & DS-031.
       RESERVES THE RIGHT TO ADJUST THE FINISHED SURFACE LEVELS AND EARTHWORKS EXTENTS THROUGH                               14.    STORM WATER MANHOLES WHERE SHOWN ARE TAKEN TO BE AS PER I.P.W.E.A.Q STANDARD
       WRITTEN DIRECTION.                                                                                                           DRAWINGS DS-010, DS-018, DS-019, DS-20 AND DS-21.
2.     THE CONTRACTOR SHALL UNDERTAKE ALL CLEARING USING INDUSTRY BEST PRACTICE INCLUDING                                    15.    STORM WATER GULLY PITS WHERE SHOWN ARE TAKEN TO BE LIP IN LINE AS PER I.P.W.E.A.Q.
       CONSIDERATION OF FAUNA RELOCATION.                                                                                           STANDARD DRAWINGS D-0070 & D-0063 UNLESS NOTED OTHERWISE.
3.     THE CONTRACTOR SHALL UNDERTAKE ALL EARTHWORKS IN ACCORDANCE WITH AS3798-2007 AND LOCAL                                16.    STEPIRONS ARE TO BE PROVIDED IN STORMWATER MANHOLES AND GULLIES GREATER THAN
                                                                                                                                    1.20m DEEP, IN ACCORDANCE WITH I.P.W.E.A.Q. STD. DWG. D-0016.
       AUTHORITY REQUIREMENTS. LEVEL 1 SUPERVISION IS REQUIRED.
                                                                                                                             17.    ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH WORKPLACE HEALTH AND SAFETY
4.     THE CONTRACTOR SHALL CONSIDER LOADS GENERATED BY THE EARTHWORKS OPERATIONS SO AS TO AVOID                                    REGULATIONS.
       DAMAGE TO ALL PIPES, SERVICES AND STRUCTURES.
5.     THE EARTHWORKS DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT'S SEDIMENT AND
       EROSION CONTROL PLAN, WHERE APPLICABLE.
6.     THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANNING, DESIGN, CERTIFICATION, IMPLEMENTATION
       AND MAINTENANCE OF AN EROSION AND SEDIMENT CONTROL PLAN THAT IS COMPLIANT WITH THE
       INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) GUIDELINE 'BEST PRACTICE EROSION AND SEDIMENT
       CONTROL' AND RELEVANT COUNCIL POLICIES.




NOT FOR CONSTRUCTION
----      ----    ----                                                        ----    ----      North Point   Approved                                                                                                                                                                                                         Project Address                                           Title

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                                                                                                              EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                               17 BOTTLEBRUSH AVENUE, NOOSA                              GENERAL NOTES
----      ----    ----                                                        ----    ----                    31423     14/01/26                                                                                                                                                                                               HEADS, QLD, 4567, Australia
----      ----    ----                                                        ----    ----                    For and on behalf of RECOR Pty Ltd.

----      ----    ----                                                        ----    ----                    Scale                                                                                                          ENGINEERING & PROJECT SERVICES                                                                    Client Details                                            Project Name                                                                                           Sheet Size
                                                                                                                                                                                                                                SUNSHINE COAST | BRISBANE
----      ----    ----                                                        ----    ----                                                                                                                                     www.recor.au | ABN 89 647 469 707                                                               MADE CAPITAL                                              17 BOTTLEBRUSH AVENUE, NOOSA HEADS                                                                         A1
 A     14/01/26   ISSUED FOR OPW APPROVAL                                     CS      EW                                                                                                  COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                                                            Project Number                                           Drawing Number                                 Revision
                                                                                                                                                                                          client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev     Date                     Revision Description                      Drawn Check                                             DO NOT SCALE, IF IN DOUBT ASK                                                                'Issued For Construction' in the revision description.                                                                                                   P0433-25-001                                             C002                                              A