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20230023-231215-Rev C
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GENERAL NOTES ANDSTOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. STRUCTURAL FILL. REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. TEMPORARY
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO TYPICALLY
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING BE FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR
SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE. THE GEOTECHNICAL ENGINEER.
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN
TO ACCURATELY SETOUT THE WORKS. FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT TMP. COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN AS1289. SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. ACCORDANCE WITH OPW APPROVALS BY COUNCIL. CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE STRUCTURAL ENGINEER.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED 22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. ANY HEAVY MOBILE PLANT ON THE SITE. ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
ADDITIONAL COSTS INCURRED BY RECOR. FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND SATISFACTION.
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED
AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
AND CONSTRUCTION CODE (2013).
THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL REQUIRED BULK EARTHWORKS SURFACE.
COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL
REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND STANDARD SIGNS AND LINE MARKING NOTES INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%. 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 1. GENERAL GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
a. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTENT FOR STANDARD COMPACTION. UNDERTAKE THE PRELOADING OPERATIONS.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS CONTROL DEVICES (CURRENT EDITION).
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
2. SIGNS 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
a. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS
RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL NOTED OTHERWISE.
IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
WORKS. b. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE INSPECTIONS:
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FACE OF KERB. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN
ROAD PAVEMENTS. c. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING
INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF
10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2'
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL
SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR HEADLIGHT. AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 3. SIGN SUPPORTS PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / a. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE a. PRESTART
AUTHORITY/COUNCIL. WHERE THEY ARE IN A PAVED SURFACE. DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS
4. LINEMARKING SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL a. REDUNDANT LINEMARKING IS TO BE GROUND OFF. THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. REPORT.
b. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
c. SIDE AND CUT OFF DRAINS
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR JOINTING NOTES TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE REQUIREMENTS OF AS3727.1:2016.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS 2. SAW CUT JOINTS MUST BE:
12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO
REQUIRED. a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
4 3 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE
f. STORMWATER STRUCTURE BASE SLABS
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND ENGINEER AND LOCAL AUTHORITY REQUIREMENTS. g. PAVEMENT SUBGRADE
c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT
13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN h. PAVEMENT REINFORCING
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
ACCORDANCE WITH LANDSCAPE DRAWINGS.
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES i. PAVEMENT PRIOR TO SEALING (PRESEAL)
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES j. RETAINING WALL FOOTING REINFORCING
ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH
SURFACE. MANAGEMENT PLANS.
RELEVANT APPROVALS. k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
6. DOWEL BARS ARE TO BE
a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL,
400MM CENTRES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL
b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
CONSTRUCTION.
PLAN m. PRACTICAL COMPLETION
300MM CENTRES
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL
DEMOLITION WORKS COMMENCING ON SITE. 300MM CENTRES n. ON MAINTENANCE
BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, o. OFF MAINTENANCE
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM EARTHWORKS NOTES 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON
SITE U.N.O.
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS DEVELOPMENT APPROVAL)
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO PRACTICAL TO RESTRICT DUST MOVEMENT.
CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
COMMENCEMENT OF ANY WORKS ON SITE.
EARTHWORKS COMMENCING.
19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION
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WARNING: OPTIC FIBRE
IT IS THE RESPONSIBILITY OF THE PRINCIPAL visionstream km/h
CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS
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
NOTE: ALL SIGNS & LINE MARKING TO BE IN
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
206 DAVID LOW WAY GENERAL NOTES
PEREGIAN BEACH QLD 4573
For and on behalf of RECOR Pty Ltd.
C 15.12.23 REISSUED FOR APPROVAL MP AB Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
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B 17.10.23 RFI UPDATE HL BP www.recorconsulting.com | ABN 89 647 469 707 MADELEINE SWETE KELLY PROPOSED UNIT 20230023 A1
A 17.10.23 ISSUE FOR OPW QT BP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DEVELOPMENT Drawing Number Revision
002 C
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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