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Civil Plans_19660_20260213_OPW_[A-B]
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GENERAL NOTES 9. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR EXISTING PAVEMENT: 7. DRAINAGE LAYER MATERIAL SHALL BE A CLEAN, FINE GRAVEL, SUCH AS 2-5mm WASHED SCREENINGS.
1. DO NOT SCALE DRAWINGS. DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. 6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS PER 8. IT IS RECOMMENDED THAT FILTER MATERIAL BE LIGHTLY COMPACTED DURING INSTALLATION TO PREVENT MIGRATION
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. STANDARD DRAWING IPWEAQ RS-170. OF FINE PARTICLES.
SUBSOILS: THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS PROCEDURE. IN SMALL SYSTEMS, A SINGLE PASS WITH A VIBRATING PLATE PLATE SHALL BE USED TO COMPACT THE FILTER MEDIA,
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE WHILE IN LARGE SYSTEMS, A SINGLE PASS WITH ROLLER MACHINERY (E.G. A DRUM LAWN ROLLER) SHALL BE
CLARIFICATION OF THE DISCREPANCY. 10. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE THE 7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO
APPLICATION OF SEAL. PERFORMED. UNDER NO CIRCUMSTANCE SHOULD HEAVY COMPACTION OR MULTIPLE PASSES BE MADE.
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE.
8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT 9. UPON COMPLETION, THE CONTRACTOR SHALL UNDERTAKE IN-SITU TESTING TO DEMONSTRATE THE FILTER MEDIA
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. MEETS THE HYDRAULIC CONNECTIVITY REQUIREMENTS (100-500mm/hr). THE HYDRAULIC CONNECTIVITY OF THE FILTER
WITH A MINIMUM THICKNESS OF 100mm.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT SUBGRADES: MEDIA SHALL BE CHECKED AT A MINIMUM OF THREE POINTS WITHIN THE SYSTEM.
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY 9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS, A PRIMER SEAL SHALL BE PLACED OVER THE
11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE ADEQUACY AFFECTED AREA. 10. OPERATIONS AND MAINTENANCE SHALL BE CONDUCTED IN ACCORDANCE WITH THE "MAINTAINING VEGETATED
AND THE SUPERINTENDENT. OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. STORMWATER ASSETS" GUIDELINES, PUBLISHED BY 'HEALTHY WATERWAYS'.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN 10. WHERE EXISTING ISLANDS ARE TO BE REMOVED, PRIOR TO THE OVERLAY THE CONTRACTOR MUST ENSURE BY
12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER INSPECTION/INVESTIGATION THAT PAVEMENT MATERIAL EXISTS BENEATH OR OTHERWISE UNDERTAKE PATCH.
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE DEFORMATION UNDER PROOF-ROLLING. ANY SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND
REQUIREMENTS THEREOF. REPLACED WITH SELECT FILL.
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING THIS SIGNS AND LINEMARKING
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. INSPECTION. 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 DEVICES (MUTCD), PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. STOCKPILE MANAGEMENT: 2. ALL SIGNS SHALL BE SIZE 'A' UNLESS NOTED OTHERWISE.
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A 3. SIGNS LOCATED WITHIN MEDIANS OR TRAFFIC ISLANDS TO BE INSTALLED USING LOC SOCKET.
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. GUTTER, DRAIN OR WATER BODY, SUCH AS: 4. ALL SIGN FOOTINGS TO BE CONCRETE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-131.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; ● ON A ROAD PAVEMENT;
● CONSTRUCTION PRE-START MEETING ● WITHIN AN OVERLAND FLOW PATH; 5. ALL ROAD SIGNS TO BE OFFSET A MINIMUM OF 600mm FROM FACE OF KERB.
● SET OUT ● ADJACENT TO STREAM BANKS. 6. THE FINAL SIGN LOCATION IS TO BE AGREED ON SITE, TO ENSURE IT IS VISIBLE AND NOT OBSTRUCTED BY EXISTING
● DEMOLITION 15. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM INFRASTRUCTURE OR VEGETATION ETC.
● SUBGRADE PROOF-ROLLS STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 7. ALL SIGNS SHALL BE MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH MRTS14.
● PRE-SEAL PROOF-ROLLS
● CONCRETE PRE-POURS 16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
● FINAL INSPECTION CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, TRAFFIC MANAGEMENT
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF SITE REHABILITATION: 1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC CONTROL
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. 17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE PLAN.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A WITHIN THE APPROVED HOURS STIPULATED.
MINIMUM DEPTH OF 300mm. 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED
19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. TRAFFIC CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
SURVEY 20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. 4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY BRIAN NAISMITH CONSULTING SURVEYOR. MANAGEMENT ISSUES.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS,
INCLUDING MOTORISTS AND PEDESTRIANS.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. EROSION & SEDIMENT CONTROL
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND OBJECTIVES:
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE
STORMWATER DRAINAGE
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
GENERAL
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
EXISTING SERVICES MAINTENANCE PERIOD. 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
DRAWING IPWEAQ DS-030 (TYPE 2).
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
MANAGEMENT PRINCIPLES:
ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. STANDARD DRAWING IPWEAQ DS-019.
4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION
WITH STANDARD DRAWING IPWEAQ DS-020.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING (IECA). THE BASIC PRINCIPLES ARE TO:
WORKS. ● MINIMISE THE AREA OF DISTURBANCE; 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; STRUCTURES.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
● MINIMISE EROSION; 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
APPROPRIATE AUTHORITIES.
● MINIMISE SEDIMENTATION;
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE NECESSARY 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
TO SUIT FINAL FINISHED SURFACE LEVELS. ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
CONSTRUCTION PRE-START MEETING: TRENCHES AND STRUCTURES.
5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
CLEARING, GRUBBING AND DISPOSAL
AS: STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
CONTROL MEASURES. 10. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
● REQUIRED WATER QUALITY OBJECTIVES;
THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE CONTROL MEASURES. FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED.
● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. PARTIES.
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
SITE INSPECTION AND MONITORING:
6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS. BLOCKAGES.
6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE CONTROL MEASURES (E.G. SITE FOREMAN).
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. SUBSOIL DRAINAGE
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ● AT LEAST DAILY WHEN RAIN IS OCCURRING; 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
LOCAL AUTHORITY. ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN INTERIM ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. ● WITHIN 18 HOURS OF A RAINFALL EVENT.
16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION. 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
EARTHWORKS / EXCAVATION 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
GENERAL: 10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS. BIORETENTION BASIN
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION.
11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE 1. ALL BIORETENTION BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 'WATER BY DESIGN' GUIDELINES.
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE
ACTIONS TAKEN. 2. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL DELIVERY DOCKETS AND SUPPLIER'S CERTIFICATES FOR THE
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE DRAINAGE MEDIA MATERIALS.
ENGINEER. 3. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED TO ENABLE CERTIFICATION:
3. ALL EARTHWORK FILLING SHALL BE CARRIED OUT IN ACCORDANCE WITH LEVEL 2 AS3798 COMPACTION STANDARD. ROAD PAVEMENT ● EARTHWORKS AND FUNCTIONAL STRUCTURES
● UNDER-DRAINAGE
4. STOCKPILES SHALL BE COVERED WITH TARPS. GENERAL:
● BIORETENTION MEDIA (DRAINAGE LAYER, TRANSITION LAYER AND FILTER MEDIA)
5. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. 1. ASPHALT PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS30. ● FINISHED LEVELS
6. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 2. WHERE APPLICABLE, THE ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB AND CHANNEL FOLLOWING EDGE ● COARSE SEDIMENT FOREBAY
EARTHWORKS. PLANING. ● PROTECTIVE MEASURES
● LANDSCAPE INSTALLATION
7. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. 3. UNBOUND PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS05.
4. A WASHED, WELL-GRADED SAND WITH AN APPROPRIATE HYDRAULIC CONNECTIVITY SHALL BE USED AS THE FILTER
4. BASE COURSE AND SUB BASE TO BE STEPPED, AT JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT, IN
MEDIUM.
TOPSOIL: ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-170.
5. THE TOP 100mm OF THE FILTER MEDIUM SHALL BE ENHANCED WITH APPROPRIATE ORGANIC MATTER, FERTILISER AND
8. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY 5. ALL PAVING OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION PROCEDURES AND TESTING REQUIREMENTS
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg
TRACE ELEMENTS.
ROOT AFFECTED AREAS MUST BE REMOVED. SHALL BE IN ACCORDANCE WITH TMR STANDARDS AND SPECIFICATIONS.
6. TRANSITION LAYER MATERIAL SHALL BE A CLEAN, WELL-GRADED SAND MATERIAL CONTAINING <2% FINES.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA PROJECT NOTES A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] KL DR PROPOSED RESIDENTIAL SUBDIVISION SHEET 1 OF 2 Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C002
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
MCU APPROVAL - HORIZ DATUM GDA2020 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 03.11.25 OPW SUBMISSION KL ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.11.25 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 2 of 17 A
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