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17623-C000_[K]
SURVEY ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY MAX WATTERSON & ASSOCIATES. EROSION & SEDIMENT CONTROL 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). OBJECTIVES: TRENCHES AND STRUCTURES.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
4. 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. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
MAINTENANCE PERIOD. STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE. 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
EXISTING SERVICES CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
MANAGEMENT PRINCIPLES:
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL PARTIES.
BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. 4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE
12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR BLOCKAGES.
(IECA). THE BASIC PRINCIPLES ARE TO:
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED.
● MINIMISE THE AREA OF DISTURBANCE;
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; SUBSOIL DRAINAGE
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING ● MINIMISE EROSION;
13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
WORKS. ● MINIMISE SEDIMENTATION;
● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE. 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
APPROPRIATE AUTHORITIES.
CONSTRUCTION PRE-START MEETING: 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. 5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
AS:
SITE ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
● REQUIRED WATER QUALITY OBJECTIVES;
CLEARING, GRUBBING AND DISPOSAL ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; CONCRETE
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; 1. CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600 CONCRETE STRUCTURES.
SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
2. CONCRETE SHALL BE BATCHED USING BLENDED CEMENT: 25% FLYASH & 75% PORTLAND CEMENT. ANY ALTERNATIVE
OF THESE CONTROL MEASURES. ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
PROPORTIONS SHALL BE SUBMITTED FOR APPROVAL.
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. 3. CONCRETE TEMPERATURE AT PLACEMENT;
135 LAKE WEYBA DRIVE, 3.
4.
ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED.
WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION.
SITE INSPECTION AND MONITORING:
6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF
● NO CONCRETE SHALL BE PLACED IF THE TEMP OF THE CONCRETE IS LESS THAN 10°C OR EXCEEDS 35°C.
● CONCRETE SHALL BE PLACED AND COMPACTED WITHIN 1 HOUR OF CHARGING THE MIXER FOR CONCRETE
TEMPERATURES UP TO 32°C & WITHIN 45 MINUTES OF CHARGING THE MIXER FOR CONCRETE TEMPERATURES
CONTROL MEASURES (E.G. SITE FOREMAN).
NOOSAVILLE 5.
6.
7.
CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.
A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
● AT LEAST DAILY WHEN RAIN IS OCCURRING; 4.
UP TO 35°C.
ALL CONCRETE SHALL BE VIBRATED UNO.
● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); 5. PROVIDE 20mm FILLETS OR CHAMFERS FOR EXPOSED CONCRETE EDGES HAVING CONTAINED ANGLE OF LESS THAN
4 LOT SUBDIVISION 8.
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL.
DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
● WITHIN 18 HOURS OF A RAINFALL EVENT.
6.
120° UNO
SUPPORT REINFORCEMENT ON PLASTIC CHAIRS AND SPACERS TO GIVE CORRECT CONCRETE COVER.
LOCAL AUTHORITY. 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW WHERE PLASTIC CHAIRS ARE TO BE TEMPORARILY SUPPORTED BY SOIL:
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION. ● FOR MESH REINFORCEMENT, PROVIDE 'PIE PLATE' SUPPORT UNDER EACH CHAIR OR POUR 50mm MINIMUM
CIVIL ENGINEERING DRAWINGS INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
7.
BLINDING CONCRETE
POUR JOINTS
10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
for WA GABARRIN & TO GABARRIN MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS. ● SCABBLE THE FACE OF POUR JOINTS AND CLEAN OFF DUST AND CONTAMINANTS BEFORE NEW POUR
● COAT FACE WITH BONDING AGENT
EARTHWORKS / EXCAVATION 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY
CORRECTIVE ACTIONS TAKEN. 8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS AND WITH AS3600 CONCRETE
GENERAL:
STRUCTURES;
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. PERFORMANCE CRITERIA:
DRAWING INDEX 2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE ● CRACKS IN CONCRETE (90 DAYS AFTER PLACEMENT) SHOULD NOT EXCEED 0.3mm AT THE SURFACE.
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN ROAD PAVEMENT CONCRETE WITH CRACKS EXCEEDING LIMIT SHALL BE REPAIRED.
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE GENERAL: OBTAIN SUPERINTENDENT APPROVAL FOR REPAIR METHODS PREFERRED CURING METHOD.
DRAWING NO REVISION DRAWING TITLE ENGINEER. ● WHILST PLACING, SPRAY CONCRETE WITH ALIPHATIC ALCOHOL AFTER FIRST SCREED & AGAIN DURING
1. ASPHALT PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS30. FINISHING WORKS:
3. ALL EARTHWORK FILLING SHALL BE CARRIED OUT IN ACCORDANCE WITH LEVEL 1 AS3798 COMPACTION STANDARD.
17623-C000 K LOCALITY PLAN, DRAWING INDEX AND NOTES 2. WHERE APPLICABLE, THE ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB AND CHANNEL FOLLOWING EDGE ● COMMENCE CURING TOP SURFACE OF SLABS ONCE FINISHING OPERATIONS COMPLETE.
4. STOCKPILES SHALL BE COVERED WITH TARPS. PLANING. COMMENCE CURING ALL OTHER SURFACES WITHIN 1 HR OF STRIPPING FORMWORK.
17623-C001 H PLAN OF DEVELOPMENT 5. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. ● CURE FOR 7 DAYS MINIMUM.
3. UNBOUND PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS05.
17623-C100 H EARTHWORKS, EROSION AND SEDIMENT CONTROL PLAN 6. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 4. BASE COURSE AND SUB BASE TO BE STEPPED, AT JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT, IN
EARTHWORKS. ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-170.
17623-C200 H ROADWORKS & DRAINAGE PLAN
7. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. 5. ALL PAVING OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION PROCEDURES AND TESTING REINFORCEMENT
17623-C201 G ROADWORKS DETAILS REQUIREMENTS SHALL BE IN ACCORDANCE WITH TMR STANDARDS AND SPECIFICATIONS. 1. REINFORCEMENT SHALL CONFORM WITH TMR MRTS71 'REINFORCEMENT STEEL' .
TOPSOIL: 2. ALL REINFORCEMENT SHALL BE ACRS (AUSTRALIAN CERTIFICATION AUTHORITY FOR REINFORCING STEEL) CERTIFIED.
17623-C400 J SEWERAGE AND WATER SUPPLY PLAN
8. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY EXISTING PAVEMENT: 3. REINFORCEMENT SHALL BE 'N' GRADE D500N HOT ROLLED HIGH YIELD BARS TO AS 4671. U.N.O.
ROOT AFFECTED AREAS MUST BE REMOVED. WHERE 'R' BARS ARE SPECIFIED, THESE SHALL BE ROUND BARS GRADE R250N.
6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS
9. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR PER STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF 4. BAR SHAPES SHALL BE PER TMR STANDARD DRAWING 1043, U.N.O. HOOKS AND COGS SHALL BE DETAILED PER TMR
DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. THIS PROCEDURE. STANDARD DRAWING 1044.
7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO 5. DO NOT CUT REINFORCEMENT TO CLEAR PENETRATIONS, SLEEVES OR H.D BOLTS. DISPLACE REINFORCEMENT
SUBSOILS: APPLICATION OF SEAL. SLIGHTLY AS NECESSARY AND PROVIDE CORRECT COVER TO THE PENETRATIONS, SLEEVES OR H.D BOLTS.
GENERAL NOTES
1. DO NOT SCALE DRAWINGS. 10. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE 8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT 6. REINFORCEMENT LAP SPLICE LENGTHS (mm) UNO ON DRAWINGS.
THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. WITH A MINIMUM THICKNESS OF 100mm.
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING.
9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE D500N BAR DIAMETER (mm)
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
SUBGRADES: AFFECTED AREA.
CLARIFICATION OF THE DISCREPANCY. BAR LOCATION 12 16 20 24 28 32
11. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY LAP LENGTH (mm)
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE
SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. ALL OTHER BARS 450 600 850 1200 1400 1750
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS.
12. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE TRAFFIC MANAGEMENT WELDED MESH 225mm LAP
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT
ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS.
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY 1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC
AND THE SUPERINTENDENT. 13. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER CONTROL PLAN.
CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE
DEFORMATION UNDER PROOF-ROLLING.
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE WITHIN THE APPROVED HOURS STIPULATED.
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE 14. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING
3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED
REQUIREMENTS THEREOF. THIS INSPECTION.
TRAFFIC CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. 4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. STOCKPILE MANAGEMENT: MANAGEMENT ISSUES.
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF 15. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A 5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS,
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. GUTTER, DRAIN OR WATER BODY, SUCH AS: INCLUDING MOTORISTS AND PEDESTRIANS.
● ON A ROAD PAVEMENT;
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE
● WITHIN AN OVERLAND FLOW PATH;
AND SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT.
● ADJACENT TO STREAM BANKS.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STORMWATER DRAINAGE
16. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM
● CONSTRUCTION PRE-START MEETING
STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH
● SET OUT
STANDARD DRAWING IPWEAQ DS-0030 (TYPE 2).
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL_OPW.dwg
● DEMOLITION 17. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
● SUBGRADE PROOF-ROLLS CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES. 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010. STANDARD DRAWINGS
● PRE-SEAL PROOF-ROLLS 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
● CONCRETE PRE-POURS SITE REHABILITATION: STANDARD DRAWING IPWEAQ DS-019. NOOSA SHIRE COUNCIL / INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA, QLD (IPWEAQ)
● FINAL INSPECTION
18. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. WITH STANDARD DRAWING IPWEAQ DS-020.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF RS-056.1 DRIVEWAYS, RURAL DRIVEWAY
19. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.
MINIMUM DEPTH OF 300mm. STRUCTURES.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE
20. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
21. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
COPYRIGHT © K 16.05.23 DRAWING INDEX REVS UPDATED DR Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
J 06.03.23 DRAWING INDEX REVS UPDATED (C000 : C400) DR AR DR
This drawing is subject to
copyright in accordance with H 23.05.22 DRAWING INDEX : C400 REVISION DR
WA GABARRIN & TO 135 LAKE WEYBA DRIVE LOCALITY PLAN, NTS A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's G 10.05.22 DRAWING INDEX REVISIONS UPDATED DR GABARRIN DR DR 4 LOT SUBDIVISION DRAWING INDEX AND NOTES Drawing Number
client. This drawing shall only F 17.03.22 DRAWING INDEX REVISIONS UPDATED DR
be used for this specific project.
E 22.02.22 MINOR CHANGE APPLICATION 2.0 DR
Approved RPEQ No RP DESCRIPTION LOT1 RP36729 17623-C000
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
D 28.01.21 MINOR CHANGE APPLICATION DR MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
C 08.09.21 RE-ISSUED FOR OPW APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL RAL17/0504 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 16.05.23 OPW APPROVAL RL DATUM (PSM 52593) 0.988 MEASUREMENT BAR - INCREMENTS IN mm 1 of 6 K
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