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20220237 73 Southern Cross Pde SWMP
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GENERAL NOTES ANDSTOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. STRUCTURAL FILL. REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO
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. 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN GEOTECHNICAL ENGINEER.
TO ACCURATELY SETOUT THE WORKS. FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES
ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT TMP. COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
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
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN AS1289. 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. ACCORDANCE WITH OPW APPROVALS BY COUNCIL. SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
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 STRUCTURAL ENGINEER.
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN
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 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. ANY HEAVY MOBILE PLANT ON THE SITE. ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
ADDITIONAL COSTS INCURRED BY RECOR. ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
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 SATISFACTION.
AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
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 INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
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 BUILDING SLAB THICKNESSES AND HYDRAULIC
AND CONSTRUCTION CODE (2013).
THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL REQUIRED BULK EARTHWORKS SURFACE.
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%.
PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 1. GENERAL 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
a. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTENT FOR STANDARD COMPACTION. FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS CONTROL DEVICES (CURRENT EDITION). UNDERTAKE THE PRELOADING OPERATIONS.
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
2. SIGNS
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 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
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
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. INSPECTIONS:
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FACE OF KERB. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
ROAD PAVEMENTS. c. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING
INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO
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 ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF
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 RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 3. SIGN SUPPORTS PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
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
AUTHORITY/COUNCIL. DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS a. PRESTART
WHERE THEY ARE IN A PAVED SURFACE.
4. LINEMARKING SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER
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 b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. REPORT. SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
b. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED
c. SIDE AND CUT OFF DRAINS
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
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). d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE REQUIREMENTS OF AS3727.1:2016.
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 e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
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.
c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. g. PAVEMENT SUBGRADE
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
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
ACCORDANCE WITH LANDSCAPE DRAWINGS. h. PAVEMENT REINFORCING
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. i. PAVEMENT PRIOR TO SEALING (PRESEAL)
CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES
ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED j. RETAINING WALL FOOTING REINFORCING
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH
SURFACE. MANAGEMENT PLANS.
RELEVANT APPROVALS.
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 k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL,
400MM CENTRES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
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 l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
CONSTRUCTION.
PLAN
300MM CENTRES
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT m. PRACTICAL COMPLETION
17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL
DEMOLITION WORKS COMMENCING ON SITE. 300MM CENTRES BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION. n. ON MAINTENANCE
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM EARTHWORKS NOTES 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON o. OFF MAINTENANCE
SITE U.N.O.
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE DEVELOPMENT APPROVAL)
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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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.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
IZAROX QLD PTY LTD TITLE: STATUS:
73 SOUTHERN CROSS PARADE GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
SUNRISE BEACH, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 31/10/22 MCU / OPW ISSUE MVP BRP BRP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP 1:100 DATE: 31/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220237
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