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Approved Plans & Documents - OPW22 0299 · OPW22/0299
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24 KATHARINA ST & 10 NATASHA AVE, NOOSA HEADS, QLD 4567 NOT FOR CONSTRUCTION CIVIL ENGINEERING DESIGN for MARK BAIN CONSTRUCTIONS GENERAL NOTES SUBSOILS: TRAFFIC MANAGEMENT 1. DO NOT SCALE DRAWINGS. 10. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE THE RISK OF 1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC CONTROL 2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. PLAN. 3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE CLARIFICATION OF THE DISCREPANCY. STOCKPILE MANAGEMENT: WITHIN THE APPROVED HOURS STIPULATED. 4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE 11. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. GUTTER, DRAIN OR WATER BODY, SUCH AS: TRAFFIC CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC. ● ON A ROAD PAVEMENT; 4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC 5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT ● WITHIN AN OVERLAND FLOW PATH; MANAGEMENT ISSUES. AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY ● ADJACENT TO STREAM BANKS. AND THE SUPERINTENDENT. 5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS, 12. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. INCLUDING MOTORISTS AND PEDESTRIANS. 6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN LONG TERM STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE 13. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT REQUIREMENTS THEREOF. CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES. STORMWATER DRAINAGE 7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD SITE REHABILITATION: DRAWING IPWEAQ DS-0030 (TYPE 2). SITE 8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. 14. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 2. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND 9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. STRUCTURES. THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 15. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A 3. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS. 10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND MINIMUM DEPTH OF 300mm. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. 16. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION. 11. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF 17. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. 5. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. TRENCHES AND STRUCTURES. 12. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. EROSION & SEDIMENT CONTROL STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS. OBJECTIVES: 7. ALL DEFECTS IDENTIFIED WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR. PAYMENT FOR 1. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO SUIT THE PROPOSED CONSTRUCTION THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT SURVEY METHODOLOGY AND STAGING AND SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES. 1. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). PHASE AND MAINTENANCE PERIOD. 8. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER 2. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. 2. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE. BLOCKAGES. 3. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. MANAGEMENT PRINCIPLES: SUBSOIL DRAINAGE 3. THE MANAGEMENT PRINCIPLES EMPLOYED SHALL BE IN ACCORDANCE WITH THE 'BEST PRACTICE EROSION AND 9. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03. SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA). 10. SUBSOIL DRAINS ARE TO BE GRADED AT MINIMUM 1% (DESIRABLE) AND 0.5% (ABSOLUTE). EXISTING SERVICES THE BASIC PRINCIPLES ARE TO: 1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL 11. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m. ● MINIMISE THE AREA OF DISTURBANCE; LOCALITY PLAN BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; 12. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m. NOT TO SCALE 2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE ● MINIMISE EROSION; 13. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET. ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. ● MINIMISE SEDIMENTATION; ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE. 3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. CONCRETE 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING CONSTRUCTION PRE-START MEETING: WORKS. 1. ALL SITE CONCRETE TO BE BATCHED WITH BLENDED CEMENT : 75% PORTLAND CEMENT & 25% FLYASH. 4. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, 5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE SUCH AS: APPROPRIATE AUTHORITIES. PROJECT DRAWING SCHEDULE 6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE NECESSARY ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN; ● REQUIRED WATER QUALITY OBJECTIVES; DRG NO REVISION DRAWING TITLE TO SUIT FINAL FINISHED SURFACE LEVELS. ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; 21617-C001 D LOCALITY PLAN & DRAWING INDEX ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; 21617-C002 C EXISTING FEATURES & EXTENTS OF WORKS CLEARING, GRUBBING AND DISPOSAL ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. 1. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. 21617-C100 C NOMINAL BULK EARTHWORKS 2. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. SITE INSPECTION AND MONITORING: 21617-C200 D GENERAL ARRANGEMENT 3. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. 5. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF 21617-C201 C SITE SECTIONS 4. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. CONTROL MEASURES (E.G. SITE FOREMAN). 5. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED: 21617-C202 D ROADWORKS SECTIONS ● AT LEAST DAILY WHEN RAIN IS OCCURRING; 6. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE 21617-C301 D STORMWATER DRAINAGE DETAILS AND CALCULATIONS ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL; 7. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ● WITHIN 18 HOURS OF A RAINFALL EVENT. LOCAL AUTHORITY. 7. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW 8. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN INTERIM CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION. STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. 8. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES. 9. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE EARTHWORKS / EXCAVATION MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS. GENERAL: 10. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE ACTIONS TAKEN. 1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. 2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN ROAD PAVEMENT STANDARDS, OTHER STATUTORY REQUIREMENTS & TO THE SATISFACTION OF THE LOCAL AUTHORITY & THE ENGINEER. GENERAL: J:\2021\21617ID1_24 Katharina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg 3. ALL EARTHWORK FILLING SHALL BE CARRIED OUT IN ACCORDANCE WITH LEVEL 2 AS3798 COMPACTION STANDARD. 1. ALL PAVEMENT OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION PROCEDURES AND TESTING 4. STOCKPILES SHALL BE COVERED WITH TARPS. REQUIREMENTS SHALL BE IN ACCORDANCE WITH TMR STANDARDS AND SPECIFICATIONS. 5. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. 6. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF EXISTING PAVEMENT: EARTHWORKS. 2. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT AS DIAL BEFORE 7. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. DETAILED ON IPWEAQ STANDARD DRAWING RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS PROCEDURE. YOU DIG www.1100.com.au WARNING TOPSOIL: 8. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY 3. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO APPLICATION OF SEAL. NOOSA COUNCIL IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. OVERHEAD POWER IN VICINITY OF WORKS 9. ROOT AFFECTED AREAS MUST BE REMOVED. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR 4. IF EXISTING UNDERLYING GRAVEL IS EXPOSED DURING CONSTRUCTION A PRIMER SEAL SHALL BE PLACED OVER THE AFFECTED AREA. APPROVED PLAN SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY LOOK UP & LIVE DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. 5. WHERE APPLICABLE, ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB & CHANNEL FOLLOWING EDGE PLANING. OPW22/0299 15 MAY 2023 COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size AR DR This drawing is subject to copyright in accordance with CHRIS CLOUT DESIGN MARK BAIN 24 KATHARINA ST & 10 NATASHA AVE LOCALITY PLAN & DRAWING INDEX 1:150 A1 the agreement between TOD Designed Verified Consulting Pty Ltd (tc) and tc's CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number client. This drawing shall only D 19.04.23 PROJECT DRAWING SCHEDULE REVISIONS DR be used for this specific project. C 23.02.23 PROJECT DRAWING SCHEDULE REVISIONS DR Approved RPEQ No RP DESCRIPTION 2 RP122891 & 135 RP92518 21617-C001 This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL B 30.01.23 OPW IR RESPONSE DR MCU APPROVAL - HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed A 25.10.22 OPW APPLICATION DR [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD 'Issued For Construction' in the revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 19.04.23 OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm 1 of 7 D
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Section 2
J:\2021\21617ID1_24 Katharina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg
NOTES:
COPYRIGHT ©
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This drawing is subject to
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This drawing shall not be used
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for construction until marked as
be used for this specific project.
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23.02.23
SLL 40.99
OPW APPLICATION
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Revision Description
EARTHWORK DEPTH GRADUATIONS SHOWN AT 0.2m INCREMENTS
2) NO ALLOWANCE MADE FOR TEMPORARY EXCAVATION WORKS
41
CUT VOLUME ≈ 2700m³
FILL VOLUME ≈ 200m³
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