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Att7 - Civil Engineering Plans
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Plans and drawings
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Log in to see the plans as drawnNOOSA CYC CAMPSITE 59 KABI ROAD, COOTHARABA QLD 4565 Lot 394 M 371117, LOT 650 M 37380 & LOT 7 RP 216403 CIVIL WORKS DRAWING SCHEDULE SHEET TITLE 001 COVER SHEET AND LOCALITY PLAN 002 GENERAL NOTES 003 EXISTING FEATURES AND DEMOLITION PLAN 010 PROPOSED LAYOUT SITE 011 ROAD LONGSECTIONS 1 OF 5 012 ROAD LONGSECTIONS 2 OF 5 013 ROAD LONGSECTIONS 3 OF 5 014 ROAD LONGSECTIONS 4 OF 5 015 ROAD LONGSECTIONS 5 OF 5 020 EARTHWORKS PLAN 021 EARTHWORK SECTIONS 1 OF 3 022 EARTHWORK SECTIONS 2 OF 3 023 EARTHWORK SECTIONS 3 OF 3 040 STORMWATER LAYOUT PLAN 041 EXISTING STORMWATER CATCHMENT PLAN 042 PROPOSED STORMWATER CATCHMENT PLAN LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: NOOSA CYC CAMPSITE CHRISTIAN YOUTH COUNCIL TITLE: STATUS: COVER SHEET AND FOR APPROVAL 59 KABI ROAD, COOTHARABA NOT FOR CONSTRUCTION © ABN 89 647 469 707 02 06/09/22 ISSUED FOR APPROVAL BRP JAC JB JARO BAULEKA LOCALITY PLAN 75 NOOSA DRIVE RPEQ: 20693 01 2/09/2022 ISSUED FOR APPROVAL BRP MVP JB SCALE: NOOSA HEADS, QLD 4567 CPEng +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP N.T.S DATE: 06/09/2022 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220146 A1 02
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Full text of sections 2 to 5 (of 25)
Section 2
GENERAL NOTES 18. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING 300MM CENTRES DUST MOVEMENT.
CONSULTANTS/CONTRACTORS DRAWINGS: 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
SURVEYOR: TBC EARTHWORKS NOTES DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONFIRMATION THAT WORKS CAN COMMENCE.
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY ARCHITECT: ELEVATION ARCHITECTURE 1. FOR DETAILED GEOTECHNICAL INFORMATION, IT IS RECOMMENDED THAT THE 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
SETOUT THE WORKS. HYDRAULICS: TBC GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
CONDITIONS PRIOR TO EARTHWORKS COMMENCING. GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT STRUCTURAL: TBC 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND
LANDSCAPE: TBC 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD 19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. ENGINEER.
DRAWINGS AND SPECIFICATIONS U.N.O. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE SPECIALIST SHORING CONTRACTOR.
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY REMOVED FROM SITE AT CONTRACTORS EXPENSE. 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
APPROVALS BY COUNCIL. VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON ENGINEER.
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD WITH GEOTECHNICAL REPORT AND AS1289. CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL RESERVE, PARKS/OPENSPACE, EASEMENTS. 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
PROPOSED WORKS. 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN THE SITE. BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND
CONSTRUCTION CODE (2013). WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN
NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES
FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY STANDARD SIGNS AND LINE MARKING NOTES MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND
THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION THE PRELOADING OPERATIONS.
1. GENERAL CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED
PRIOR TO COMMENCING CIVIL WORKS. 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, DEVICES (CURRENT EDITION). C.B.R. OF 10%. INSPECTIONS:
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
2. SIGNS THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS CONTENT FOR STANDARD COMPACTION.
BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT NOTED OTHERWISE. 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
INSPECTIONS. SHOULD THE
INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT.
RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE
ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. OF KERB.
REQUIREMENTS OF GEOTECHNICAL REPORT. THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, OF RETAINING WALL COLOUR AND FINISH. a. PRESTART
BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL
HEADLIGHT. b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798.
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION 3. SIGN SUPPORTS AND EROSION CONTROL MEASURES UNSUITABLE GROUND
THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE
CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN c. SIDE AND CUT OFF DRAINS
THEY ARE IN A PAVED SURFACE.
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
4. LINEMARKING d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED
CONFIRMATION THAT WORKS CAN COMMENCE. 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. THE GEOTECHNICAL REPORT. f. STORMWATER STRUCTURE BASE SLABS
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT g. SEWER RETICULATION
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO JOINTING NOTES 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT
LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF h. WATER RETICULATION
NOTE COUNCILS ADAC REQUIREMENTS.
250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE i. PAVEMENT SUBGRADE
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS
REQUIREMENTS OF AS3727.1:2016.
APPROVALS. PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN j. PAVEMENT REINFORCING
2. SAW CUT JOINTS MUST BE:
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL k. PAVEMENT PRIOR TO SEALING (PRESEAL)
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS. EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER
AND LOCAL AUTHORITY REQUIREMENTS. l. RETAINING WALL FOOTING REINFORCING
CONSTRUCTION. 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION ACCORDANCE WITH LANDSCAPE DRAWINGS.
WORKS COMMENCING ON SITE. 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
ALLOW EXPANSION AND CONTRACTION MOVEMENTS. 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED o. PRACTICAL COMPLETION
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. MANAGEMENT PLANS. p. ON MAINTENANCE
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE
q. OFF MAINTENANCE
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC
OF ANY WORKS ON SITE. AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN. r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR DEVELOPMENT APPROVAL)
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED 6. DOWEL BARS ARE TO BE
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND AUSTRALIAN STANDARDS AND LEGISLATION. RELEVANT TO THEIR CERTIFICATION SCHEME
400MM CENTRES
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO
300MM CENTRES
AS DIRECTED. SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
NOOSA CYC CAMPSITE
CHRISTIAN YOUTH COUNCIL TITLE: STATUS:
GENERAL NOTES FOR APPROVAL
© ABN 89 647 469 707
59 KABI ROAD, COOTHARABA JARO BAULEKA NOT FOR CONSTRUCTION
02 06/09/22 ISSUED FOR APPROVAL BRP JAC JB
75 NOOSA DRIVE RPEQ: 20693
01 24/08/2022 ISSUED FOR APPROVAL MVP MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 06/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220171 A1 02
Section 3
NOTES
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
N
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE
EXISTING FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL
WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
.0
10
CONTRACT. 10
.0
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, 10.0
DBYD AND COUNCIL RECORDS. IT IS THE CONTRACTORS
RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND DEPTH
PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING
WORKS.
10.0
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES
10.0
ON SITE PRIOR TO COMMENCEMENT OF WORKS. 10.0
EXCAVATE AND EXISTING BUILDING AND
5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO REMOVE CONCRETE CONCRETE SURROUNDS
ANY DEMOLITION WORKS COMMENCING ON SITE. TANKS FROM SITE TO BE DEMOLISHED AND
REMOVED FROM SITE
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, 11.0
11
.0
MULCHED AND REMOVED FROM SITE IN ACCORDANCE WITH
APPROVED VEGETATION CLEARING PLAN (BY OTHERS) OR IF
SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
12.0 .0
12
15
16.0 .0
7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND w
elo s
MAKE SUITABLE ARRANGEMENTS TO HAVE DISCONNECTED PRIOR e B Tank
17.0 13
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TO DEMOLITION WORKS BEGINNING.
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8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED
/
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ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND
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19
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STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF WORKS AND
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Section 5
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7
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