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RFI - 20220156 Kauri St SWMP Rev B
RESIDENTIAL TOWNHOUSE DEVELOPMENT 9 KAURI STREET, COOROY, QLD 4563 Lot 2 on RP840262 CIVIL WORKS NOTE: VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS, ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR. 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND a. PRESTART OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION. b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS EROSION CONTROL MEASURES UNSUITABLE GROUND COMMENCING ON SITE. c. SIDE AND CUT OFF DRAINS 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. f. STORMWATER STRUCTURE BASE SLABS 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE g. SEWER RETICULATION APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS h. WATER RETICULATION AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE i. PAVEMENT SUBGRADE OR REMOVE FROM SITE AS DIRECTED. j. PAVEMENT REINFORCING 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING k. PAVEMENT PRIOR TO SEALING (PRESEAL) CONSULTANTS/CONTRACTORS DRAWINGS: l. RETAINING WALL FOOTING REINFORCING SURVEYOR: DSQ LAND SURVEYORS m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL ARCHITECT: AND DESIGN LOCALITY PLAN n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES HYDRAULICS: TBC NOT TO SCALE o. PRACTICAL COMPLETION STRUCTURAL: RECOR CONSULTING p. ON MAINTENANCE LANDSCAPE: TBC q. OFF MAINTENANCE 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH DRAWING SCHEDULE APPROVAL) IMPLEMENTATION OF THE TMP. s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO DRAWING NUMBER DRAWING TITLE REVISION 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS THEIR CERTIFICATION SCHEME RECEIVED FOR THE PROJECT 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY C01 COVER SHEET AND LOCALITY PLAN B COUNCIL. GENERAL NOTES C10 EXISTING SITE SERVICES LAYOUT PLAN B 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT 1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT 2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. C20 EROSION AND SEDIMENT CONTROL LAYOUT PLAN AND DETAILS B TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND 3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND APPROVALS ON SITE AT ALL TIMES. C30 BULK EARTHWORKS LAYOUT PLAN B WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013). C31 BULK EARTHWORKS SECTIONS B ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. 4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE C32 BULK EARTHWORKS SECTIONS #2 B TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY C33 BULK EARTHWORKS SECTION #3 B ADDITIONAL COSTS INCURRED BY RECOR. 5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR C40 STORMWATER CATCHMENT LAYOUT PLANS B ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND C50 ROADS AND DRAINAGE LAYOUT PLAN B LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO C51 ROADS AND DRAINAGE DETAILS B LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL C52 ROADS AND DRAINAGE DETAILS #2 B CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF C53 ROAD AND DRAINAGE LONG SECTIONS B CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. C54 ROAD AND DRAINAGE LONG SECTIONS #2 B 7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, C55 TYPICAL DRIVEWAY SECTIONS B GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO C56 RETAINING WALL ELEVATIONS B AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. C57 RETAINING WALL TYPICAL DETAIL B 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY REQUIREMENTS. C60 VEHICLE SWEPT PATHS 1 OF 3 C 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO C61 VEHICLE SWEPT PATHS 2 OF 3 C NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW C62 VEHICLE SWEPT PATHS 3 OF 3 C CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED RESIDENTIAL DEVELOPMENT SUNSHINE GROVE PTY LTD TITLE: STATUS: 9 KAURI STREET COVER SHEET AND MATERIAL CHANGE OF USE © ABN 89 647 469 707 B 28/10/22 RFI ISSUE BRP BRP COOROY, QLD, 4563 BEN PARRY LOCALITY PLAN AND RPEQ: 28084 37 MARY ST NOOSAVILLE, QLD 4566 A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE: CPEng NER OPERATIONAL WORKS +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP AS INDICATED DATE: 28/10/22 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK C01 20220156 A1 B
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