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CHANGE - Engineering Plans
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GENERAL NOTES 22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100MM AND CAPABLE INSPECTIONS:
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
RESERVE, PARKS/OPENSPACE, EASEMENTS. A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OF 10%. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS.
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SHOULD THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
SETOUT THE WORKS. WILL BE RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
INSPECTED TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO
CONTENT FOR STANDARD COMPACTION.
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN CONTRACTOR.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT CONSTRUCTION CODE (2013). PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD a. PRESTART
WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING
DRAWINGS AND SPECIFICATIONS U.N.O. 25. CONTOURS IN ADJACENT PROPERTIES HAVE BEEN GENERATED USING LIDAR WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL ENGINEERS
TOPOGRAPHY DATA FROM THE NOOSA-GYMPIE 2015 PROJECT AND JOINED TO SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF SURVEY DATA FOR CONCEPTUAL PURPOSES ONLY. DUE TO THE NATURE OF REQUIREMENTS OF GEOTECHNICAL REPORT. AND EROSION CONTROL MEASURES UNSUITABLE GROUND
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LIDAR TOPOGRAPHY, DISCREPANCIES BETWEEN SURVEY LEVELS AND
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT ADJOINING LEVELS MAY ARISE. IN THESE INSTANCES, SURVEY LEVELS ARE TO 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION c. SIDE AND CUT OFF DRAINS
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. TAKE PRECEDENCE. OF RETAINING WALL COLOUR AND FINISH.
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH STANDARD SIGNS AND LINE MARKING NOTES 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL
THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798.
RECOR OR THE PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS 1. GENERAL e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
a. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS f. STORMWATER STRUCTURE BASE SLABS
SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES (CURRENT EDITION). AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED
SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE 2. SIGNS BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. g. PAVEMENT SUBGRADE
a. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED THE GEOTECHNICAL REPORT.
OTHERWISE.
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO h. PAVEMENT REINFORCING
b. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT
THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER
LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF i. PAVEMENT PRIOR TO SEALING (PRESEAL)
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OF KERB.
250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION c. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC
PRIOR TO COMMENCING CIVIL WORKS. j. RETAINING WALL FOOTING REINFORCING
AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER
AWAY BY 5° FROM THE NORMAL TO APPROACHING HEADLIGHT. VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
3. SIGN SUPPORTS
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL
a. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. AUTHORITY REQUIREMENTS. l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
ARE IN A PAVED SURFACE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO 4. LINEMARKING
a. REDUNDANT LINEMARKING IS TO BE GROUND OFF. 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN m. PRACTICAL COMPLETION
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT ACCORDANCE WITH LANDSCAPE DRAWINGS.
TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF b. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. n. ON MAINTENANCE
14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL
JOINTING NOTES o. OFF MAINTENANCE
15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE MANAGEMENT PLANS.
REQUIREMENTS OF AS3727.1:2016.
p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE 2. SAW CUT JOINTS MUST BE:
16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE DEVELOPMENT APPROVAL)
a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS.
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE,
INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES 4 3
ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
ALLOW EXPANSION AND CONTRACTION MOVEMENTS. AUSTRALIAN STANDARDS AND LEGISLATION.
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED
CONFIRMATION THAT WORKS CAN COMMENCE.
CONCRETE SLAB AND AVOID MISMATCHED JOINTS. ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 6. DOWEL BARS ARE TO BE DUST MOVEMENT.
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM
NOTE COUNCILS ADAC REQUIREMENTS.
CENTRES 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
APPROVALS. CENTRES CONFIRMATION THAT WORKS CAN COMMENCE.
c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
CENTRES
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
CONSTRUCTION. GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
EARTHWORKS NOTES 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
WORKS COMMENCING ON SITE.
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS RECOMMENDED ENGINEER.
THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING. 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM SPECIALIST SHORING CONTRACTOR.
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT
STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
OF ANY WORKS ON SITE.
MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE ENGINEER.
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND REMOVED FROM SITE AT CONTRACTORS EXPENSE. 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE
ALL CLEARED VEGETATION ANDSTOCKPILE ON SITE OR REMOVE FROM SITE
4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
AS DIRECTED.
VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON SURROUNDING
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR,
STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF
HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS.
GEOTECHNICAL REPORT AND AS1289. TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO IMPROVE
WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE. GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED THE PRELOADING OPERATIONS.
APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW
WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE
APPROVALS BY COUNCIL.
NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC
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CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS WARNING: OPTIC FIBRE NOTE: ALL SIGNS & LINE MARKING TO BE IN
SERVICE AUTHORITIES TO VERIFY THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
LOCATION OF ALL EXISTING SERVICES PRIOR PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
TO THE START OF CONSTRUCTION SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
45 MAPLE ST, COOROY AND 9 MYALL GENERAL NOTES
N
---- ---- ---- ---- ---- 31423 17/04/2026 ST COOROY
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- NTS www.recor.au | ABN 89 647 469 707 MYALL RISE PTY LTD COOROY SOCIAL HOUSING A1
A 17/04/2026 ISSUED FOR OWP APPROVAL AY 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. P0478-26-001 C002 A
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