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23598_OPW Set_20240403
NOT FOR CONSTRUCTION
GENERAL NOTES 8. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
1. DO NOT SCALE DRAWINGS. ROOT AFFECTED AREAS MUST BE REMOVED. ACTIONS TAKEN.
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. 9. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR
DISPOSED OF TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. EXISTING PAVEMENT:
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
CLARIFICATION OF THE DISCREPANCY. 1. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS PER
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE SUBSOILS: STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 10. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE PROCEDURE.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. 2. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY APPLICATION OF SEAL.
AND THE SUPERINTENDENT. SUBGRADES: 3. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN WITH A MINIMUM THICKNESS OF 100mm.
11. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM FULLY LADEN WATER TRUCK (MIN. 20
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE TONNE) AND ANY SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. 4. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A MINIMUM FULLY AFFECTED AREA.
REQUIREMENTS THEREOF. LADEN WATER TRUCK (MIN. 20 TONNE), PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. EXHIBIT NO VISIBLE SIGNS OF DEFORMATION UNDER PROOF ROLLING. SIGNS AND LINEMARKING
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. 12. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE
PRELIMINARY ONLY
1. ALL ROAD SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. DEVICES (MUTCD), PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING 2. ALL SIGNS SHALL BE SIZE 'A' UNLESS NOTED OTHERWISE.
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND THIS INSPECTION.
3. SIGNS LOCATED WITHIN MEDIANS OR TRAFFIC ISLANDS TO BE INSTALLED USING LOC SOCKET.
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT.
4. ALL SIGN FOOTINGS TO BE CONCRETE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-130.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STOCKPILE MANAGEMENT:
● CONSTRUCTION PRE-START MEETING 5. ALL ROAD SIGNS TO BE OFFSET A MINIMUM OF 600mm FROM FACE OF KERB.
14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A
● SET OUT GUTTER, DRAIN OR WATER BODY, SUCH AS: 6. THE FINAL SIGN LOCATION IS TO BE AGREED ON SITE, TO ENSURE IT IS VISIBLE AND NOT OBSTRUCTED BY EXISTING
● DEMOLITION ● ON A ROAD PAVEMENT; INFRASTRUCTURE OR VEGETATION ETC.
● SUBGRADE PROOF-ROLLS ● WITHIN AN OVERLAND FLOW PATH; 7. ALL SIGNS SHALL BE MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH MRTS14.
● PRE-SEAL PROOF-ROLLS ● ADJACENT TO STREAM BANKS.
● CONCRETE PRE-POURS 8. STREET NAME SIGNS TO BE IN ACCORDANCE WITH IPWEAQ RS-130 AND RS-131.
● FINAL INSPECTION 15. CONTRACTOR TO ENSURE STOCKPILES ARE ADEQUATELY STABILISED. LONG TERM STOCKPILES CAN BE COVERED
● ADDITIONAL HOLD POINT INSPECTIONS MAY BE REQUIRED (TO BE DETERMINED) WITH MULCH OR TEMPORARY VEGETATION (GRASS).
STORMWATER DRAINAGE
16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT GENERAL
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. DRAWING IPWEAQ DS-0030 (TYPE 2).
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE SITE REHABILITATION: 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. STANDARD DRAWING IPWEAQ DS-019.
SURVEY 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
MINIMUM DEPTH OF 300mm. WITH STANDARD DRAWING IPWEAQ DS-020.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY SAUNDERS HAVILL GROUP SURVEYORS.
19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).
20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. STRUCTURES.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
6. ALL PIPE PENETRATIONS WILL BE FLUSH AND NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND
EROSION & SEDIMENT CONTROL 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
OBJECTIVES:
8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
EXISTING SERVICES 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE
TRENCHES AND STRUCTURES.
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. SITE SPECIFIC CONSTRUCTION ESC
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, BEFORE DRAWINGS TO BE UNDERTAKEN BY CPESC IN ACCORDANCE WITH ICEA REQUIREMENTS. 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
YOU DIG AUSTRALIA ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR MAINTENANCE PERIOD. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
4. PRIOR TO THE COMMENCEMENT OF ANY WORKS ONSITE, THE CONTRACTOR SHALL PREPARE SITE SPECIFIC CPESC
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
CERTIFIED ESC PLANS AND SUBMIT TO THE SUPERINTENDENT FOR APPROVAL.
WORKS. CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
PARTIES.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
APPROPRIATE AUTHORITIES. MANAGEMENT PRINCIPLES: 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE GENERALLY IN ACCORDANCE WITH THE 'BEST BLOCKAGES.
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. PRACTICE EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL
ASSOCIATION (IECA). THE BASIC PRINCIPLES ARE TO:
SUBSOIL DRAINAGE
● MINIMISE THE AREA OF DISTURBANCE;
CLEARING, GRUBBING AND DISPOSAL ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
1. CLEARING SHALL NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT ● MINIMISE EROSION; 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE ● MINIMISE SEDIMENTATION;
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
CONTROL MEASURES. ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
· RELEVANT DECISION NOTICE CONDITIONS. 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
2. CLEARING SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED.
CONSTRUCTION PRE-START MEETING:
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION.
5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.
AS:
6. A SPOTTER-CATCHER SHALL BE PRESENT DURING ALL CLEARING OPERATIONS. ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE ● REQUIRED WATER QUALITY OBJECTIVES;
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
LOCAL AUTHORITY.
● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN
● RELEVANT DECISION NOTICE CONDITIONS.
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES.
SITE INSPECTION AND MONITORING:
EARTHWORKS / EXCAVATION
6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF
GENERAL:
CONTROL MEASURES (E.G. SITE FOREMAN).
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE ● AT LEAST DAILY WHEN RAIN IS OCCURRING;
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
ENGINEER. ● WITHIN 18 HOURS OF A RAINFALL EVENT.
3. STOCKPILES SHALL BE PROPERLY STABILISED. 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
4. EARTHWORKS SHALL AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
EARTHWORKS. 10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
6. EARTHWORKS SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
7. ALL FILLING TO BE UNDERTAKEN UNDER LEVEL 1 SUPERVISION.
TOPSOIL:
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD GENERAL NOTES AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C02
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
2 of 11 A
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