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20220214-Cv
GENERAL NOTES COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. INSPECTIONS:
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED.
BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. INSPECTIONS. SHOULD THE
SETOUT THE WORKS.
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED TMP. CONTRACTOR.
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL a. PRESTART
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN
OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
c. SIDE AND CUT OFF DRAINS
INCURRED BY RECOR. BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS RESERVE, PARKS/OPENSPACE, EASEMENTS.
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION f. STORMWATER STRUCTURE BASE SLABS
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
g. PAVEMENT SUBGRADE
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN h. PAVEMENT REINFORCING
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE AND CONSTRUCTION CODE (2013). i. PAVEMENT PRIOR TO SEALING (PRESEAL)
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES
AS REQUIRED DURING PROPOSED WORKS. j. RETAINING WALL FOOTING REINFORCING
STANDARD SIGNS AND LINE MARKING NOTES k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 1. GENERAL l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC m. PRACTICAL COMPLETION
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR CONTROL DEVICES (CURRENT EDITION). n. ON MAINTENANCE
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 2. SIGNS
o. OFF MAINTENANCE
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, NOTED OTHERWISE. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO DEVELOPMENT APPROVAL)
ROAD PAVEMENTS. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
FACE OF KERB.
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS
AUTHORITY/COUNCIL. TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING
HEADLIGHT.
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3. SIGN SUPPORTS
WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
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.
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR 4. LINEMARKING
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS
REQUIRED. JOINTING NOTES
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. REQUIREMENTS OF AS3727.1:2016.
2. SAW CUT JOINTS MUST BE:
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1.BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR 2.2.
CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
TO NOTE COUNCILS ADAC REQUIREMENTS. 2.3.
PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE
POURS.
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT
RELEVANT APPROVALS.
TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
CONSTRUCTION. IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES
DEMOLITION WORKS COMMENCING ON SITE. ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB
SURFACE.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE 6. DOWEL BARS ARE TO BE
U.N.O. 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT
400MM CENTRES
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO 300MM CENTRES
COMMENCEMENT OF ANY WORKS ON SITE.
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS 300MM CENTRES
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN.
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220214 A1 01
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