Original source · versioned page text
Approved Plans MCU22-0080
Very large file: it may take a few minutes
The original of this document is very large (11.1 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnGENERAL NOTES COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND EARTHWORKS NOTES ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. PRACTICAL TO RESTRICT DUST MOVEMENT.
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
SETOUT THE WORKS.
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS
20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN COMMENCING.
REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED TMP. OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN
20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN STRUCTURAL FILL. ENGINEER.
OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION ACCORDANCE WITH OPW APPROVALS BY COUNCIL. 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE
RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF OF A SPECIALIST SHORING CONTRACTOR.
INCURRED BY RECOR. MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
RESERVE, PARKS/OPENSPACE, EASEMENTS. SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE STRUCTURAL ENGINEER.
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY AS1289.
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE AND CONSTRUCTION CODE (2013). 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN SATISFACTION.
AS REQUIRED DURING PROPOSED WORKS. AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN
24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
STANDARD SIGNS AND LINE MARKING NOTES WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY
INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND HEAVY MOBILE PLANT ON THE SITE.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 1. GENERAL DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC REQUIRED BULK EARTHWORKS SURFACE.
AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR CONTROL DEVICES (CURRENT EDITION). 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 2. SIGNS GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO
NOTED OTHERWISE. UNDERTAKE THE PRELOADING OPERATIONS.
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND
ROAD PAVEMENTS. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE INSPECTIONS:
FACE OF KERB. CONTENT FOR STANDARD COMPACTION.
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
AUTHORITY/COUNCIL. TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN
HEADLIGHT. CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH INSPECTIONS. SHOULD THE
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3. SIGN SUPPORTS STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN WHERE THEY ARE IN A PAVED SURFACE. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR 4. LINEMARKING CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' CONTRACTOR.
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF a. PRESTART
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
REQUIRED. JOINTING NOTES HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE c. SIDE AND CUT OFF DRAINS
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE TO THE REQUIRED BEARING CAPACITY UNDER THE
REQUIREMENTS OF AS3727.1:2016. d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
2. SAW CUT JOINTS MUST BE: 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1. BETWEEN
1 AND 1 OF CONCRETE PAVEMENT DEPTHS. TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF
AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN
f. STORMWATER STRUCTURE BASE SLABS
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR
TO NOTE COUNCILS ADAC REQUIREMENTS.
4 3 LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION). g. SEWER RETICULATION
2.2.
CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO h. WATER RETICULATION
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH 2.3.
PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
RELEVANT APPROVALS. i. PAVEMENT SUBGRADE
POURS. 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL j. PAVEMENT REINFORCING
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS. ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
k. PAVEMENT PRIOR TO SEALING (PRESEAL)
CONSTRUCTION. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES ACCORDANCE WITH LANDSCAPE DRAWINGS. l. RETAINING WALL FOOTING REINFORCING
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
DEMOLITION WORKS COMMENCING ON SITE.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB MANAGEMENT PLANS.
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE SURFACE. 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE o. PRACTICAL COMPLETION
U.N.O. 6. DOWEL BARS ARE TO BE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE p. ON MAINTENANCE
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
q. OFF MAINTENANCE
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO 400MM CENTRES 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS
COMMENCEMENT OF ANY WORKS ON SITE. 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
300MM CENTRES AUSTRALIAN STANDARDS AND LEGISLATION. DEVELOPMENT APPROVAL)
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE 300MM CENTRES UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT RELEVANT TO THEIR CERTIFICATION SCHEME
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, GENERAL NOTES RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA
75 NOOSA DRIVE RPEQ: 2693
01 02/09/22 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S. DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220072 A1 01
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.