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Approved Plans OPW25-0057
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GENERAL NOTES EXISTING SERVICES: EARTHWORKS - TOPSOIL - CONTINUED: SEDIMENT & EROSION CONTROL - CONSTRUCTION PRE-START MEETING:
1. DO NOT SCALE DRAWINGS. 22. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD 47. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN 69. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS
SURVEY, DIAL BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE LANDSCAPING OR DISPOSED OF.
2. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. CRITICAL ISSUES, SUCH AS:
PROVIDERS / AUTHORITIES AS APPLICABLE.
3. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT AND PRINCIPAL FOR 48. TOPSOIL STOCKPILES SHALL NOT EXCEED 2.0 m IN HEIGHT. · KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
23. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO
CLARIFICATION BEFORE PROCEEDING. RESPONSIBILITY IS TAKEN FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION · REQUIRED WATER QUALITY OBJECTIVES;
SUPPLIED. EARTHWORKS - LANDSCAPE: · PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
4. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT AND PRINCIPAL IN WRITING OF ALL
· IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
VARIATIONS ARISING FROM THE CLARIFICATION OF THE DISCREPANCY. 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE RELEVANT SERVICE UTILITY
49. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS · IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
PROVIDERS TO CONFIRM THE LOCATION OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF
5. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION PRACTICAL, TO MINIMISE THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. · REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
WORKS.
TO THE SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS.
25. CONSTRUCTION SUPERVISOR IS TO OBTAIN DBYD PLANS OVER THE RELEVANT CONSTRUCTION EARTHWORKS - SUBGRADES: STORMWATER DRAINAGE:
6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AREA PRIOR TO COMMENCEMENT OF WORKS.
CURRENT RELEVANT AUSTRALIAN (NSC) STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO
THE SATISFACTION OF NOOSA SHIRE COUNCIL AND THE SUPERINTENDENT. 26. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3.0 m OF EXISTING SERVICES PRIOR TO 50. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED IN ACCORDANCE WITH MRTS04 AND 70. THE CONSTRUCTION SUPERVISOR TO DETERMINE ALL NECESSARY ALTERATIONS, EXTENSIONS OR
NOTIFICATION TO THE APPROPRIATE AUTHORITIES. ANY SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT IMPROVEMENTS TO ANY EXISTING ROADWAY DRAINAGE FEATURES FOUND WITHIN THE PROPOSED
7. ALL WORK TO CONFORM TO NOOSA SHIRE COUNCIL (NSC) STANDARDS AND SPECIFICATIONS, FILL. WORKS AREA.
UNLESS NOTED OTHERWISE.
EXISTING TREES: 71. ALL STORMWATER PIPES SHALL BE CLASS '3' RUBBER RING JOINT, UNLESS NOTED OTHERWISE.
8. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN
EARTHWORKS - STOCKPILE MANAGEMENT:
WRITING AND AN OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE 27. ALL EXISTING TREES, NOT MARKED FOR REMOVAL TO BE RETAINED AND PROTECTED, AS PER 72. INSTALLATION OF ALL DRAINAGE INFRASTRUCTURE IS TO BE IN ACCORDANCE WITH DTMR
ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE AS4970-2009. NO EQUIPMENT, FUEL OR MATERIALS TO BE PARKED OR STORED BENEATH THE 51. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE SPECIFICATION MRTS03.
PRE-START MEETING AND SHALL COMPLY WITH THE REQUIREMENTS THEREOF. CANOPY OF TREES OR WITHIN THE TREE PROTECTION ZONE (TPZ). WASHED INTO A GUTTER, DRAIN OR WATER BODY,SUCH AS:
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL 73. FOR CONSTRUCTION TRAFFIC, THE CONTRACTOR SHALL BE REQUIRED TO DETERMINE IF THE
28. ANY TREE PRUNING REQUIRED TO BE SUPERVISED BY COUNCIL ARBORIST (5329 6587) PRIOR TO · ON A ROAD PAVEMENT; CLASS OF PIPE FOR THIS PROJECT IS ADEQUATE AND SUBMIT PROPOSAL TO SUPERINTENDENT FOR
TRAFFIC OPERATIONS, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
THE COMMENCEMENT OF WORK. · WITHIN AN OVERLAND FLOW PATH; APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS AS A RESULT.
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS · ADJACENT TO STREAM BANKS.
FACILITIES/STORAGE AND SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND 29. COUNCIL ARBORIST TO SUPERVISE REMOVAL OF SIGNIFICANT TREE ROOTS (GREATER THAN ø100 PAVEMENT NOTES:
SUPERINTENDENT. mm) TO FACILITATE WORKS WHERE REQUIRED. 54. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER.
LONG TERM STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS).
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED: AS MINIMUM, ADDITIONAL PROJECT 74. ALL PAVEMENT DEPTHS SHALL BE CONFIRMED BY SUBGRADE TESTING PRIOR TO CONSTRUCTION IN
SPECIFIC HOLD POINTS TO BE AGREED WITH SUPERINTENDENT AND PRINCIPLE:
CLEARING, GRUBBING AND DISPOSAL - GENERAL:
55. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ACCORDANCE WITH AUSTROADS-PAVEMENT DESIGN MANUAL, 2010, AND ARRB SR41.
· CONSTRUCTION PRE-START MEETING 30. THE CONSTRUCTION SUPERVISOR SHALL CONFIRM, AFTER INITIAL DESIGN FORMATION SETOUT,
56. ENSURE AN APPROPRIATE SEDIMENT CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL 75. CLEAN OUT PITS SHALL BE PROVIDED TO BLIND ENDS OF 100 mm DIA. SUBSURFACE DRAINAGE
· SET OUT THOSE TREES AND / OR BRANCHES THAT REQUIRE REMOVAL AND / OR PRUNING. TREES TO BE
STOCKPILES. PIPES IN ACCORDANCE WITH IPWEAQ STANDARD DRAWING NO R-0140.
· DEMOLITION CLEARED ARE TO BE CONFIRMED AT WALK THROUGH WITH PROJECT ADMINISTRATOR.
· PRE-TOPSOIL EARTHWORKS
· PRE CULVERT INSTALLATION 31. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS. EARTHWORKS - SITE REHABILITATION:
· SUBGRADE PROOF-ROLLS
· PRE-SEAL PROOF-ROLLS
32. CONTRACTOR TO BE MINDFUL OF FAUNA THAT MAY INHABIT THE WORKS SITE. SIGNS & PAVEMENT MARKING:
· CONCRETE PRE-POURS 57. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP
· FINAL INSPECTION ANY EXCESSIVE COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS.
33. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. 76. ALL SIGNS AND PAVEMENT MARKING TO BE APPLIED IN ACCORDANCE WITH THE CERTIFIED
11. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT 58. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100 mm AND HEAVILY COMPACTED ENGINEERING DRAWINGS. SPECIFICATIONS FOR PAVEMENT MARKING DIMENSIONS AND SIGNS ARE
PLAN, ENVIRONMENTAL MANAGEMENT PLAN, EROSION AND SEDIMENT CONTROL PLAN AND WORK 34. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY SUBSOILS TO A MINIMUM DEPTH OF 300 mm. CONTAINED WITHIN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND TC SIGNS.
PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF PRINCIPAL AND DRAINAGE AND SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING
SUPERINTENDENT, PRIOR TO CONSTRUCTION. NECESSARY TO ALLOW INSTALLATION OF THESE CONTROL MEASURES. 59. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 77. REMOVE AND SECURELY STORE ONSITE ALL EXISTING SIGNAGE WITHIN THE PROPOSED
CONSTRUCTION AREA, FOR REINSTATEMENT OR REUSE AS INDICATED ON DESIGN PLANS.
12. THE NEW CONSTRUCTION SHALL BE NEATLY JOINED TO THE EXISTING FORMATION. THE EXISTING 35. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. 60. SOIL TESTING SHOULD BE USED TO DETERMINE ANY REQUIRED CHEMICAL ADJUSTMENT TO THE
FORMATION SHALL BE SAWCUT, WHERE REQUIRED, TO A MINIMUM DEPTH OF 100 mm PRIOR TO ANY 78. IN AREAS OF AC SURFACING
SOIL (E.G. GYPSUM, LIME, FERTILISER, PH ADJUSTMENTS).
EXCAVATION. ALL PAVEMENT MARKING REGULARLY DRIVEN ACROSS BY TRAFFIC (STOP BARS, GIVEWAY LINES,
36. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION.
PEDESTRIAN WALK LINES, CONTINUITY LINES, ARROWS AND SYMBOLS) SHALL BE PLACED USING
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE TO A 61. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
THERMOPLASTICS. ALL OTHER MARKINGS SHALL BE PAINTED WITH RETRO-REFLECTIVE PAINT
CONDITION EQUIVALENT TO THAT EXISTING AT THE COMMENCEMENT OF WORKS AND DEMOBILISE 37. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE
UNLESS NOTED OTHERWISE.
TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. THESE WORKS.
EROSION & SEDIMENT CONTROL - GENERAL:
14. WHERE EXISTING MATERIAL IS INSTRUCTED TO BE REMOVED, IT SHALL BE BROKEN OUT BETWEEN 79. RRPMS TO BE LOCATED IN ACCORDANCE WITH THE MUTCD AND SHALL BE FIXED TO THE ROAD
38. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF
THE SETOUT LINE, REMOVED AND LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. 62. ALL EROSION AND SEDIMENT CONTROLS TO BE IN ACCORDANCE WITH "BEST PRACTICE EROSION SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
1.0 m AND THE REMOVAL OF SURFACE ROOTS AND VEGETATION MATTER FROM THE TOP 0.3 m
BELOW THE NATURAL SURFACE LEVEL. AND SEDIMENT CONTROL", INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA), AUSTRALASIA
PROPOSED BUSINESS PROPERTY DETAILS: CHAPTER, 2008 AND IPWEA STD DRGS DS-040 AND DS-041, TO THE SATISFACTION OF THE 80. GUIDE POSTS TO BE INSTALLED IN ACCORDANCE WITH THE MUTCD.
SUPERINTENDENT.
39. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE
15. PROJECT COORDINATOR TO ASSIST AS ONSITE LIAISON FOR NEGOTIATIONS TO PLAN & RESOLVE REQUIREMENTS OF THE LOCAL AUTHORITY. 81. REMOVE EXISTING PAVEMENT MARKING (BY ABRASION BLASTING UNLESS NOTED OTHERWISE)
DISRUPTION OF BUSINESS' DURING THE CONSTRUCTION PHASE AFFECTING THEM IF APPLICABLE. EROSION & SEDIMENT CONTROL - OBJECTIVES: WHERE IT CONFLICTS WITH NEW PAVEMENT MARKING.
40. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH
RELEVANT DTMR SPECIFICATIONS: PRODUCED PLACED IN INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL 82. REMOVE AND RELOCATE EXISTING SIGNS AND GUIDE POSTS WHERE THERE IS CONFLICT.
63. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO SUIT THE PROPOSED
OR LANDSCAPING PURPOSES AS AGREED WITH SUPERINTENDENT AND PRINCIPAL. CONSTRUCTION METHODOLOGY AND STAGING.
16. PROJECT DRAWING SET TO BE READ IN CONJUNCTION WITH THE FOLLOWING DEPARTMENT OF 83. ALL NEW SIGNS ARE TO BE MOUNTED IN ACCORDANCE WITH IPWEA STANDARD DRAWING RS-131 &
TRANSPORT AND MAIN ROADS (DTMR) SPECIFICATIONS: RS-130.
EARTHWORKS - GENERAL: 64. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE
· MRTS02 - PROVISION FOR TRAFFIC CONSTRUCTION PHASE AND MAINTENANCE PERIOD.
84. ALL SIGNS TO BE SIZE 'B' UNLESS NOTED OTHERWISE.
· MRTS03 - DRAINAGE, RETAINING STRUCTURES AND PROTECTIVE TREATMENTS 41. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT
· MRTS04 - GENERAL EARTHWORKS OF EARTHWORKS AND CONTROLS PUT IN PLACE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 65. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF
· MRTS05 - UNBOUND PAVEMENTS UTILITY OWNER. DISBURBANCE.
· MRTS12 - SPRAYED BITUMINOUS EMULSION SURFACING
· MRTS14 - ROAD FURNITURE 42. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND 66. APPLY 100 mm TOPSOIL TO ALL DISTURBED UNPAVED AREAS.
· MRTS17 - BITUMEN TESTING, IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DESIGN DRAWINGS, SPECIFICATIONS,
· MRTS20 - CUTBACK BITUMEN CURRENT RELEVANT AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE
· MRTS24 - MANUFACTURE OF PRECAST CONCRETE CULVERTS 67. ALL DISTURBED UNPAVED AREAS TO BE SEEDED OR HYDROMULCHED (UNO).
SATISFACTION OF THE LOCAL AUTHORITY AND THE SUPERINTENDENT.
· MRTS38 - PAVEMENT DRAINS
· MRTS45 - ROAD SURFACE DELINEATION EROSION & SEDIMENT CONTROL - MANAGEMENT PRINCIPLES: -
43. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO
·
·
MRTS51 - ENVIRONMENTAL MANAGEMENT
MRTS52 - EROSION AND SEDIMENT CONTROL COMMENCEMENT OF EARTHWORKS. APPROVED PLAN
68. THE BASIC PRINCIPLES ARE TO:
· MRTS70 - CONCRETE
44. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR
OPW25/0057
SURVEY: WATERCOURSES. · MINIMISE THE AREA OF DISTURBANCE; NOOSA COUNCIL
· CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
18. THIS DESIGN IS BASED ON SURVEY PROVIDED BY NOOSA COUNCIL 45. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. · MINIMISE EROSION; 20 AUG 2025
· MINIMISE SEDIMENTATION;
19. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). · PROGRESSIVELY REVEGETATE AND
EARTHWORKS - TOPSOIL:
REHABILITATE THE SITE.
20. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO Check all dimensions before commencement of work.
CONSTRUCTION. 46. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, DEBRIS, ORGANIC RICH TOPSOIL AND Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
SEVERELY ROOT AFFECTED AREAS MUST BE REMOVED.
21. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
LICENSED SURVEYOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C004
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK STANDARD NOTES DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref : C004 STANDARD NOTES Issue : D
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 29/11/23 PRELIMINARY SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C004 STANDARD NOTES.dwg Plot 4 July 2025 - 5:06 PM
Document Set ID: 23931062
Version: 1, Version Date: 15/07/2025
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