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Stormwater management plan 20220156 9 Kauri St SWMP
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Original PDF page 20, section 1. The text section number identifies this passage in the reader.
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 n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES HYDRAULICS: TBC 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 OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH LOCALITY PLAN APPROVAL) IMPLEMENTATION OF THE TMP. s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO NOT TO SCALE 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 DRAWING SCHEDULE COUNCIL. GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT DRAWING NUMBER DRAWING TITLE REVISION 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. TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. C01 COVER SHEET AND LOCALITY PLAN A 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. WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA C10 EXISTING SITE SERVICES LAYOUT PLAN A 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013). ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. C20 EROSION AND SEDIMENT CONTROL LAYOUT PLAN AND DETAILS A 4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY C30 BULK EARTHWORKS LAYOUT PLAN A REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. C31 BULK EARTHWORKS SECTIONS A 5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE C32 BULK EARTHWORKS SECTIONS #2 A PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY C33 BULK EARTHWORKS SECTION #3 A DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. C40 STORMWATER CATCHMENT LAYOUT PLANS A 6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS C50 ROADS AND DRAINAGE LAYOUT PLAN A INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR C51 ROADS AND DRAINAGE DETAILS A AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE C52 ROADS AND DRAINAGE DETAILS #2 A RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. C53 ROAD AND DRAINAGE LONG SECTIONS A 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE C54 ROAD AND DRAINAGE LONG SECTIONS #2 A CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. C55 TYPICAL DRIVEWAY SECTIONS A 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY REQUIREMENTS. C60 VEHICLE SWEPT PATHS LAYOUT - VISITOR BAYS 1 &2 A 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN C61 VEHICLE SWEPT PATHS LAYOUT - UNITS 2,4 & 10 A SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW 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 COOROY, QLD, 4563 JARO BAULEKA LOCALITY PLAN AND RPEQ: 20693 37 MARY ST NOOSAVILLE, QLD 4566 A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE: CPEng OPERATIONAL WORKS +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP AS INDICATED DATE: 10/08/22 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK C01 20220156 A1 A
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