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Civil Plans_19660_20260213_OPW_[A-B]
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SAFETY IS EVERYONE'S RESPONSIBILITY
BEFORE
THE FRAMEWORK OF THE QUEENSLAND
YOU DIG WORK HEALTH & SAFETY ACT MUST BE
www.byda.com.au ADHERED TO BY ALL PARTIES ASSOCIATED
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AUDAX AT FIDELIS
WITH ALL WORK ACTIVITIES AT THIS SITE
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
30 POTTERY STREET, POMONA
PROPOSED RESIDENTIAL SUBDIVISION
DRAWING INDEX
DRG NO REVISION DRAWING TITLE
19660-C001 A COVER SHEET, LOCALITY PLAN & DRAWING INDEX
19660-C002 A PROJECT NOTES SHEET 1 OF 2
19660-C003 A PROJECT NOTES SHEET 2 OF 2
19660-C100 A EARTHWORKS PLAN AND ESC CONTROL SHEET 1 OF 2
19660-C101 A EARTHWORKS PLAN AND ESC CONTROL SHEET 2 OF 2
SITE 19660-C200 A ROADWORKS AND DRAINAGE PLAN SHEET 1 OF 2
19660-C201 A ROADWORKS AND DRAINAGE PLAN SHEET 2 OF 2
19660-C202 A ROAD LONGITUDINAL SECTIONS, TYPICAL SECTIONS & DETAILS
19660-C203 A TYPICAL SECTIONS & DETAILS
19660-C204 A ROAD CROSS SECTIONS ROAD 1
19660-C205 A ROAD CROSS SECTIONS POTTERY STREET
19660-C300 A STORMWATER DRAINAGE LONGITUDINAL SECTIONS
19660-C301 A STORMWATER DRAINAGE BIORETENTION DETAILS
19660-C400 A SEWERAGE RETICULATION LAYOUT PLAN
19660-C401 A SEWERAGE RETICULATION LONGITUDINAL SECTIONS
19660-C500 A WATER SUPPLY PLAN
19660-CLC A STORMWATER DRAINAGE CATCHMENT PLAN & CALCULATIONS
NOOSA COUNCIL'S CURRENT STANDARD DRAWINGS & ADDENDUMS ARE AVAILABLE ONLINE AT
www.noosa.qld.gov.au/Planning-and-Development/Development-tools-and-guidelines/Standard-drawings
LOCALITY PLAN
NOT TO SCALE
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg
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 COVER SHEET, LOCALITY PLAN & 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 DRAWING INDEX Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C001
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 1 of 17 A
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Full text of sections 2 to 5 (of 25)
Section 2
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
Section 3
CONCRETE: CONCRETE BLOCK MASONRY:
C1. CONCRETE WORKS SHALL BE IN ACCORDANCE WITH: AS3600 CONCRETE STRUCTURES CB1. CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH:
AS3700 MASONRY STRUCTURES AND AS 4455 - CONCRETE BUILDING BLOCKS, WITH THE FOLLOWING MODIFICATIONS.
C2. CONCRETE STRENGTH, REINFORCEMENT COVER, SLUMP, SURFACE FINISH AND MATERIALS SHALL BE AS FOLLOWS:
CB2. MATERIALS SHALL BE AS FOLLOWS:
- BLOCK THICKNESS: REFER DRAWINGS.
MIX REQUIREMENTS
- BLOCK TYPE: SHALL BE 20.48 SERIES 'H' (SINGLE WEB) BLOCKS FOR LONG LIFE.
CAST INSITU CONCRETE SHALL BE BATCHED USING BLENDED CEMENT: 25% FLYASH & 75% PORTLAND CEMENT.
ANY ALTERNATIVE PROPORTIONS SHALL BE SUBMITTED FOR APPROVAL. DONT USE FULL BLOCKS AS THESE MAY BE REJECTED BY THE SUPERINTENDENT.
- BLOCK STRENGTH: STRENGTH CLASSIFICATION 12.
f'c (MPa) / REO COVER FINISH TO - LAYING PATTERN: SHALL BE STRETCHER BOND PATTERN, UNO.
ITEM EXPOSURE TARGET SLUMP
AGGREGATE SIZE ALL FACES TOP SURFACE - CLEANOUT BLOCKS SHALL BE USED AS THE BASE OF WALLS
- VERTICAL MOVEMENT JOINTS SHALL BE PROVIDED AT 6.0m CENTRES, UNO.
FOOTINGS B1 S40 / 20 mm 60 mm 100 mm BROOMED - BLOCKFILL: S32/10, SLUMP 150mm TO 200mm.
BLOCKFILL B1 S32 / 10 mm 55 mm 150 mm N/A BLOCKFILL SHALL BE BATCHED USING BLENDED CEMENT: 25% FLYASH AND 75% PORTLAND CEMENT.
ANY ALTERNATIVE PROPORTIONS SHALL BE SUBMITTED FOR APPROVAL.
ALL BLOCKWORK CORES TO BE FILLED, UNO, FOR LONG LIFE AND WATER RESISTANCE.
- FILL BLOCKWORK CORES SLOWLY (MAX 6 COURSE HEIGHT PLACED AT ONE TIME), FOR SAFETY REASONS.
C3. CONCRETE TEMPERATURE AT PLACEMENT - MORTAR PROPORTIONS = 1 CEMENT : 0.25 HYDRATED LIME : 3 SAND (OR EQUIV CEMENT - SAND MORTAR WITH
- NO CONCRETE SHALL BE PLACED IF THE TEMPERATURE OF THE CONCRETE IS LESS THAN 10°C OR EXCEEDS 35°C. PLASTICISER)
- CONCRETE SHALL BE PLACED AND COMPACTED WITHIN 1 HOUR OF CHARGING THE MIXER FOR CONCRETE - MORTAR 28 DAY COMPRESSIVE STRENGTH: 11MPa MINIMUM.
TEMPERATURES UP TO 32°C & WITHIN 45 MINUTES OF CHARGING THE MIXER FOR CONCRETE TEMPERATURES UP - REINFORCEMENT: SHALL BE 'N' GRADE D500N HOT ROLLED HIGH YIELD DEFORMED BARS TO AS 4671 UNO.
TO 35°C. - REINFORCEMENT COVER: 50mm MINIMUM FROM OUTSIDE OF BLOCK, UNO.
C4. ALL CONCRETE SHALL BE VIBRATED UNO. CB3. CONTRACTOR TO ENSURE THE FOLLOWING:
- TOP OF FOOTING SHALL BE SCABBLED.
C5. PROVIDE HOLES OR CHASES ONLY WHERE SHOWN ON STRUCTURAL DRAWINGS. RPEQ ENGINEER TO REVIEW AND - JOINT MORTAR SHALL BE TRIMMED FLUSH WITH THE INSIDE FACE OF THE CAVITY.
CERTIFY ANY ADDITIONAL HOLES OR CHASES BEFORE CONTRACTOR CARRIES OUT WORKS. - CLEAN OUTS SHALL BE FORMED WITH TIMBER FORMS. AVOID BESSER BISCUITS, FOR SAFETY REASONS.
- REINFORCING COVER SHALL BE MAINTAINED BY THE USE OF PLASTIC `BLOCKAID' REINFORCEMENT LOCATION
C6. PROVIDE 20mm FILLETS OR CHAMFERS FOR EXPOSED CONCRETE EDGES HAVING CONTAINED ANGLE OF LESS THAN BRACKETS OR EQUAL
120° UNO
WALL - 20.48 BLOCKS
C7. SUPPORT REINFORCEMENT ON PLASTIC CHAIRS AND SPACERS TO GIVE CORRECT CONCRETE COVER. - N16 AT 400 VERTICAL - 600 LAPS
WHERE PLASTIC CHAIRS ARE TO BE TEMPORARILY SUPPORTED BY SOIL: - N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING ' L ' BARS AT CORNERS UNLESS NOTED OTHERWISE)
- FOR MESH REINFORCEMENT, PROVIDE 'PIE PLATE' SUPPORT UNDER EACH CHAIR OR POUR 50mm MINIMUM
BLINDING CONCRETE
RETAINING WALLS
C8. POUR JOINTS
- SCABBLE THE FACE OF POUR JOINTS AND CLEAN OFF DUST AND CONTAMINANTS BEFORE NEW POUR RW1. RETAINING WALLS SHALL BE SETOUT AS FOLLOWS:
- COAT FACE WITH BONDING AGENT - FACE OF WALL TO BE LOCATED AS PER PROJECT DRAWINGS. IN ADDITION FACE OF WALL SHALL BE MINIMUM OF
100mm FROM PROPERTY BOUNDARY. FOR ANY CONFLICT REFER TO SUPERINTENDENT.
C10. CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS AND THE STANDARD (REFER
NOTE C1): RW2. NO ADDITIONAL LOADS SHOULD BE APPLIED TO THE RETAINING WALLS:
- THIS WALL IS NOT DESIGNED TO SUPPORT HORIZONTAL OR VERTICAL PRESSURES IMPOSED BY BUILDINGS OR
PERFORMANCE CRITERIA: LARGE VEHICLES
- CRACKS IN CONCRETE (90 DAYS AFTER PLACEMENT) SHOULD NOT EXCEED 0.3mm AT THE SURFACE. - LARGE VEHICLES SHALL BE KEPT 4 METRES BACK FROM THE WALL.
CONCRETE WITH CRACKS EXCEEDING LIMIT SHALL BE REPAIRED. - BUILDINGS SHALL BE DESIGNED BY AN RPEQ CERTIFIED STRUCTURAL ENGINEER, WITH SUITABLE FOOTINGS TO
OBTAIN SUPERINTENDENT APPROVAL FOR REPAIR METHODS PREFERRED CURING METHOD. ENSURE NO VERTICAL OR HORIZONTAL LOAD IS IMPOSED AGAINST THIS WALL.
- WHILST PLACING, SPRAY CONCRETE WITH ALIPHATIC ALCOHOL AFTER FIRST SCREED & AGAIN DURING FINISHING - ADJACENT BUILDINGS ON LOW SIDE OF WALL SHALL BE POSITIONED WITH A MINIMUM CLEARANCE OF 100mm FROM
WORKS THE FACE OF THE WALL. THIS IS IMPORTANT TO AVOID LOAD TRANSFER BETWEEN THE BUILDING AND THE
- COMMENCE CURING TOP SURFACE OF SLABS ONCE FINISHING OPERATIONS COMPLETE. COMMENCE CURING ALL RETAINING WALL.
OTHER
SURFACES WITHIN 1 HOUR OF STRIPPING FORMWORK. RW3. THE FOUNDATION MATERIAL ADJACENT THE BASE OF THE FOOTINGS MUST NOT BE EXCAVATED IN THE FUTURE, AND
- CURE FOR 7 DAYS MINIMUM. ANY EROSION MUST BE REPAIRED/REINSTATED IMMEDIATELY.
RW4. THE FOOTINGS FOR THE RETAINING WALLS SHALL BE FOUNDED ON NATURAL SUBGRADE - COMPACTED TO MIN. 95%
RDD TO ACHIEVE A MINIMUM ALLOWABLE BEARING CAPACITY OF 150kPA. THE FOUNDATION MATERIAL IS TO BE
CHECKED BY A REGISTERED GEOTECHNICAL ENGINEER OR APPROVED EQUIVALENT (THE ARCHITECT OR ENGINEER)
REINFORCEMENT: BEFORE THE POURING OF THE FOUNDATIONS IS COMMENCED.
R1. REINFORCEMENT SHALL CONFORM WITH TMR MRTS71 'REINFORCEMENT STEEL' RW5. PROVIDE ADEQUATE PROTECTION TO ALL ADJACENT IN-GROUND SERVICES.
R2. ALL REINFORCEMENT SHALL BE ACRS (AUSTRALIAN CERTIFICATION AUTHORITY FOR REINFORCING STEEL) CERTIFIED. RW6. THE BACK OF RETAINING WALLS SHALL BE SEALED WITH BITUMEN BASED TANKING TO CONTROL STAINING OF THE
CONCRETE WALL FACE. TANKING TO BE DAVCO “BITKOTE NO. 3” OR EQUAL.
R3. REINFORCEMENT SHALL BE 'N' GRADE D500N HOT ROLLED HIGH YIELD BARS TO AS 4671. U.N.O. WHERE 'R' BARS ARE
SPECIFIED, THESE SHALL BE ROUND BARS GRADE R250N RW7. THE FINISHED SURFACE SLOPE ABOVE AND BELOW RETAINING WALLS MUST NOT EXCEED THE SLOPES & LEVELS
SHOWN ON THE DRAWINGS. NO ADDITIONAL BACKFILL CAN BE ADDED ABOVE THE WALL.
R4. BAR SHAPES SHALL BE PER TMR STANDARD DRAWING 1043, U.N.O. HOOKS AND COGS SHALL BE DETAILED PER TMR
STANDARD DRAWING 1044. RW8. DO NOT USE LARGE COMPACTION EQUIPMENT CLOSE TO THE BACK OF RETAINING WALLS. BACKFILL BEHIND
RETAINING WALLS SHALL BE COMPACTED IN 100mm LAYERS USING HANDHELD 'WACKER PACKER' EQUIPMENT OR
R5. DO NOT CUT REINFORCEMENT TO CLEAR PENETRATIONS, SLEEVES OR H.D BOLTS. DISPLACE REINFORCEMENT APPROVED EQUAL. PROTECT GEOTEXTILE FABRIC AND DRAINAGE AT ALL TIMES.
SLIGHTLY AS NECESSARY AND PROVIDE CORRECT COVER TO THE PENETRATIONS, SLEEVES OR H.D BOLTS.
RW9. CONTRACTOR SHALL PROVIDE A SUITABLY DESIGNED BARRIER/FENCE TO THE TOP OF RETAINING WALLS EXCEEDING
R6. REINFORCEMENT LAP SPLICE LENGTHS (MILLIMETRES) (U.N.O ON DRAWINGS) 1m HEIGHT
- BARRIER/FENCE SHALL BE DESIGNED TO LOADING REQUIREMENTS OF AS1170.1\TABLE 3.3.
- BARRIER/FEENCE GEOMETRY SHALL BE NON-CLIMBABLE AND COMPLY WITH B.C.A
D500N BAR DIAMETER (mm)
BAR LOCATION 12 16 20 24 28 32
LAP LENGTH (mm)
ALL OTHER BARS 450 600 850 1200 1400 1750
WELDED MESH 225mm LAP
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg
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 2 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-C003
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 3 of 17 A
Section 4
495
MCH591 PRELIMINARY EARTHWORK VOLUMES LEGEND
T
TE
CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2460 m³
W
EO
FILL VOLUME 2380 m³ 156 EXISTING CONTOUR (0.5m INTERVAL)
19
POTTERY ST
NOTES RP35066 EXISTING EDGE OF BITUMEN
1. NO ALLOWANCE MADE FOR STRIPPING.
T
PP 2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION. EXISTING KERB & CHANNEL
PP EO EO
W
EO EO
W W W
3. ALLOWS FOR A 375mm BOXING DEPTH FOR ROAD PAVEMENT.
W D EXISTING STORMWATER DRAINAGE
EROSION & SEDIMENT CONTROL NOTES EO EXISTING ELECTRICAL OVERHEAD
T
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
111 EXISTING TELCO (RECORDS)
EO
T
W
THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
SAWCUT, DEMOLISH AND SUIT THE PROPOSED CONSTRUCTION METHODOLOGY. S EXISTING SEWER (RECORDS)
EXISTING REMOVE EXISTING PAVEMENT THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL W EXISTING WATER (RECORDS)
SHED BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
T
156 PROPOSED CONTOUR (0.5m INTERVAL)
EO
W
CLEAN WATER DIVERSION IECA STD DRG DC-01
DIRTY WATER DIVERSION IECA STD DRG DC-01 PROPOSED TOP OF BANK
EXISTING DWELLING SF SEDIMENT FENCE IECA STD DRG SF-01 & 02 PROPOSED TOE OF BANK
T
117 INLET FILTER SOCK IECA STD DRG FS-01 PROPOSED 'V' DRAIN INVERT
W
DEMOLISH AND REMOVE EXISTING
EO
CHECK DAM IECA STD DRG RCD-01
DRAINAGE PIT SURROUND AND SV PROPOSED BUILDING PAD
COVER. RETAIN EXISTING CHAMBER W W W W
T T
110
T T
116
D SITE ENTRY / EXIT IECA STD DRG EXIT-01 110.00 PROPOSED FINISHED LEVEL
RETAIN EXISTING DRIVEWAY ACCESS
AND CLEAN WATER DIVERSION DRAIN D
WT115.00 WB114.00 PROPOSED WALL LEVELS (TOP / BTM)
W
D
115
DURING CONSTRUCTION OF ROAD 1 D
EO
RELOCATE POTTERY STREET SIGN
PROPOSED GROUTED ROCK RETAINING WALL
7 3 2 1
114
XX PROPOSED 'NO CLEARING ZONE'
CLEARING OF THE EXISTING VEGETATION IN THE
SF
113
PROPOSED CONSERVATION COVENANT
W
ROAD VERGE SHALL BE KEPT TO THE ABSOLUTE
MINIMUM TO UNDERTAKE THE PROPOSED WORKS SF SAWCUT, DEMOLISH
112
EO
AND REMOVE PROPOSED CLEARING AND GRUBBING EXTENTS
EXISTING PAVEMENT
WT116.41 PROPOSED EARTHWORKS
GROUTED ROCK RETAINING WALL WB116.32 CUT FILL
109 W
REFER DETAIL ON DRG C203
106
107
108
WT116.19
EO
WB114.77 REFER LEFT FOR CONTINUATION
WT116.38
SF
RED ST FH
SF
8 WB114.93
W
REMOVE EXISTING POWER POLE PP
RELOCATE NO THROUGH ROAD SIGN
REFER ELECTRICAL DRAWINGS SF W W W 106 W W
T
S
EO
EO
W
106
SF
WT115.34
EO
SF
W W W W
W
WB114.84 PP EO EO EO PP EO EO
EO EO PP EO EO EO EO
TE
T T T T
T
S
W
REFER DRAWING C101 FOR CONTINUATION
105 EO
EO
SF
W
EO
T
POTHOLE EXISTING TELCO LINE AND WATER EO
T
S
SF MAIN PRIOR TO CONSTRUCTION. CONFIRM
114
W
SF
CLEARANCE TO PROPOSED WATER MAIN.
SF
EO
104 EO
W
EO
T
SF
T
S
110
111
112
113
109
EO
W
9 109
SF
W
EO
T
103
EO
SF
T
S
POTTERY ST
ROAD 1
W
SF
W
113
EO
T
102
EO
1
T
S
RP71117
W
112.93 112.71 111.67 109.69
W
T
112
EO
Section 5
EO
T
DEMOLISH AND REMOVE EXISTING
110
111
PVC DRAINAGE CULVERT AND
112
W
101 GRAVEL DRIVEWAY
S
DEMOLISH AND REMOVE
W
108 EXISTING GRAVEL DRIVEWAY
6 111
5 4
T
109.60
EO
SF
T
EO
112.62
W
111.55
S
110
W
T
SF
0
10
T
CLEARING OF THE EXISTING VEGETATION IN THE
EO
EO
ROAD VERGE SHALL BE KEPT TO THE ABSOLUTE
W
MINIMUM TO UNDERTAKE THE PROPOSED WORKS
S
109 107
SF
W
T
T
TE
EO
108
EO
W
FH
S
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
PP
99
106
1.500
W W W W W
T
S
TEMPORARY TYPE D/F SEDIMENT BASIN
T
INTERFACE TO EXISTING AT 1:3 (TYP) EO
IN BIORETENTION BASIN LOCATION
W
W
106
EO
SF
S
EO
TE
T
DEMOLISH AND REMOVE EO POTHOLE EXISTING WATER SERVICE CROSSING
T
EXISTING DRAINAGE CULVERT PRIOR TO CONSTRUCTION. CONFIRM T FH
T
S
W PP
AND GRAVEL DRIVEWAY CLEARANCE TO PROPOSED DRAINAGE T W
W
22 1 W
105 EO TE W
SP285519 RP148139
EO
SAWCUT, DEMOLISH AND
S
POTHOLE EXISTING TELCO LINE AND WATER
EO
REMOVE EXISTING PAVEMENT
T
SERVICE CROSSING PRIOR TO CONSTRUCTION.
S
CONFIRM CLEARANCE TO PROPOSED DRAINAGE
W
T
S
104 EO
D
EO
DEMOLISH AND REMOVE EXISTING CONCRETE
T
S
97 DRIVEWAY AND Ø300 DRAINAGE CULVERT.
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg
EO SAWCUT CONCRETE DRIVEWAY AT JOINTS
W
T
S
0 4 8 12 m SF
REFER RIGHT FOR CONTINUATION 96
SCALE 1:250
REFER DRG NO C002 FOR PROJECT NOTES
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 EARTHWORKS PLAN AND ESC CONTROL 1 : 250 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-C100
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 4 of 17 A
The text continues on section 6.