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Appendix A - Engineering Design Plans - 1 of 2 · OPW25/0057
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CIVIL OPERATIONAL WORKS
PROPOSED 1 INTO 3 DEVELOPMENT
LOT 10 on SP118458 Personal Protective
Equipment
FOR HEAD
EYES
EARS
NOOSA SHIRE COUNCIL HANDS
BODY
AT FEET
62 LAKE MACDONALD DR, COOROY SAFETY OFFICER
North DI00:
54409114 / 0421097484
South DI00:
54995127 / 0409729457
COVEY ASSOCIATES PTY LTD Manual of Uniform Traffic Control Devices
ABN 59 137 305 992
(07) 5443 7777
NOTE: ALL SIGNS & LINE MARKING TO BE IN
[email protected]
ACCORDANCE WITH THE MANUAL OF
124 DUPORTH AVENUE UNIFORM TRAFFIC CONTROL DEVICES.
PO BOX 16
MAROOCHYDORE QLD 4558
PROJECT No. 233467 ISSUE FOR - APPROVAL
PROJECT ENGINEER: SHANE RYNNE PH 07 5443 7777
PROJECT COORDINATOR: CHRIS TEMMERMAN PH 07 5443 7777
DRAWING NO. - C000 DRAWING TITLE - COVER SHEET - NOOSA COUNCIL
ISSUE - C
Sheet List Table Sheet List Table
Sheet Number Sheet Title Sheet Number Sheet Title
C000 COVER SHEET - NOOSA COUNCIL C240 ROAD 1 DETAIL PLAN - SHEET 1
C002 EXISTING SITE PLAN C241 ROAD 1 DETAIL PLAN - SHEET 2
C003 DEVELOPMENT LAYOUT PLAN C242 ROAD 1 DETAIL PLAN - SHEET 3
C004 STANDARD NOTES C243 ROAD 1 DETAIL PLAN - SHEET 4
C010 ROADWORKS & DRAINAGE PLAN C244 KERB & TEE LONGITUDINAL SECTIONS
C100 BULK EARTHWORKS - PHASE 1 SITE STRIP AND REMEDIAL WORKS C250 EXTERNAL ROADWORKS DETAIL - SHEET 1
C101 BULK EARTHWORKS - PHASE 2 CUT AND FILL C251 EXTERNAL ROADWORKS DETAIL - SHEET 2
C120 EARTHWORKS SECTIONS - SHEET 1 C252 EXTERNAL ROAD LINEMARKING PLAN SUBJECT SITE
C121 EARTHWORKS SECTIONS - SHEET 2 C260 TYPICAL ROAD DETAILS
C140 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C300 STORMWATER CATCHMENT PLAN
C141 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 C301 STORMWATER Q100 FLOW PLAN
C142 EROSION & SEDIMENT CONTROL DETAILS C320 STORMWATER LONGITUDINAL SECTIONS - SHEET 1
C150 HES BASIN DETAILS - SHEET 1 C321 STORMWATER LONGITUDINAL SECTIONS - SHEET 2
C151 HES BASIN DETAILS - SHEET 2 C322 STORMWATER LONGITUDINAL SECTIONS - SHEET 3
C200 ROAD 1 & 2 LONGITUDINAL SECTIONS C340 STORMWATER PIT DETAILS
C201 LAKE MACDONALD DR LONGITUDINAL SECTION C350 LOT 100 SWALE DETAILS
C220 ROAD 1 CROSS SECTIONS - SHEET 1 C360 BIORETENTION BASIN DETAILS
C221 ROAD 1 CROSS SECTIONS - SHEET 2 C361 BIORETENTION BASIN SECTIONS
C222 LAKE MACDONALD DR CROSS SECTIONS - SHEET 1 C362 BIORETENTION BASIN NOTES
C223 LAKE MACDONALD DR CROSS SECTIONS - SHEET 2 C380 STORMWATER CALCULATIONS TABLE
LOCALITY PLAN
N.T.S.
IMAGE SOURCE: Whereis
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C000 COVER SHEET - NOOSA COUNCIL.dwg Plot 25 March 2025 - 5:26 PM
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Section 2
3
106
2
10
107
10
5
10
7
102
109
10
IT IS THE RESPONSIBILITY OF THE
103
101
CONTRACTOR TO CONTACT THE RELEVANT
108 110 108 AUTHORITIES TO CONFIRM104THE LOCATION OF
2
10
3 109 11 6
10
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
107
4 111 110
10
105
4
111
110 10 105
107
104
6
9
10
VIOLA PLACE
10
EXISTING KERB 6
REMOVE PART OF EXISTING 107 10
113
109
AND FOOTPATH TO 105
4
10
2
BE REMOVED FOR PATH INCLUDING KERB RAMP 2
10 WIDENING 11 111
8
1
ROAD
10
10
REINSTATE M1 2 0
108
11
11 13
3 T
10 KERB FOLLOWING
AC SP176968 06
113
ELL
KERB RAMP 7 1
111 10
4
REMOVAL N
DIA
11
4
108
11
107 112 110
3
115
11
110 DIAN
ELLA 109
103
10
6 23 114 CT
5
1 0
5
27 11 11 14
10
SP176968
11
21 20 17 16 15 SP176968
28 SP176968
SP176968 SP176968 SP176968 SP176968 SP176968
115
26 22
108
SP176968
105
110
103
104 SP176968 4 SP176968
109
5
111
113
4
103 11 11 11
103
3
112
10 116 115
102 108 112 110
109
106 107 115 117 118 117 116 114 113 112 111 111 ACCESS RESERVE 109
LAKE
1
118
110
114
10
7 1
110
7
11 11
6
115
112
7
11
109
11
10
111
PART OF EXISTING Ø450 PIPE
5
11
MAC
TO BE REMOVED. REFER 119 6
PEAR TREE LANE
STORMWATER DETAILS ROAD RESERVE
1
11
11
DONA
EXISTING KERB (UNDEVELOPED)
2
AND FOOTPATH TO
103
10
3
112
114
BE REMOVED FOR
11
2 120
11
LD DR
ROAD WIDENING
106
8
1
9 11
11
113 11
103
4
110 11
104
8 7
10 10
9 EXISTING GULLY 11
5
114
105
11
113
103
8
1 EXISTING PINE FOREST
11
12 TO BE REMOVED 0
114 10 12 6
115 11
9
3
11
11 SP118458
107
102
103
6 1
11 7 12
2 11
11
0
12
118
2
119
12
7
2 11
12 33
101
5
112
1
6 C56016
11
102
11
11
118
1 17 118 3
12 5
110
11
106
119
3
12
1
12
6
4
108
114
11
109
124
120
11
120
104
113
EXISTING Ø375
105
STORMWATER DRAIN
121
122
113
5
121 TO
12
EXISTING VEGETATION
120
104
4
8
12
11
BE REMOVED AND GRUBBED
9
122
107
116
11
103
123
112
124
118
122
117
0 120
0
CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE
122
10
102
9
115 115
ROOTS TO A MINIMUM DEPTH OF 1.0 m AND THE REMOVAL OF
123
11
1 02 5 1
5
12 SURFACE ROOTS AND VEGETATION MATTER FROM THE TOP 0.3 m
10 1
10
SP118458
12
126
118
111
BELOW THE NATURAL SURFACE LEVEL.
25
121
119
104
117
51
5
6
4 12
12
LEGEND
121
11
126
12
110
COOROY CEMETERY
3
106
116
12
114
5
11114
12
4
4
101 EXISTING TO BE REMOVED
12
108
3
109
10
6 MCH655
EXISTING STORMWATER DRAINAGE 11
126
5
127 127
Section 3
12
EXISTING WATER MAIN
3
EXISTING COMMUNICATIONS CABLES
11
7
120
12
5
EXISTING UNDERGROUND ELECTRICAL
122
10
27
113
1 EXISTING BUILDING
128 EXISTING OVERHEAD ELECTRICAL
116
107
TO REMAIN 123
128
112
126
EXISTING SITE BOUNDARY
122
117
8
118
12
EXISTING TREES
119
107
124
118
120
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
6
EXISTING LINE OF VEGETATION
106
124
114
elstra
12
111
119
115
121
AGL SERVICE PROVIDERS 5
12 10 15 INTERVALS)
EXISTING SURFACE CONTOURS (250mm
117
124 1
1
ERGON. AUSTRALIA
12
Telstra
3
ENERGY
energex
114
110
12
visionstream
WARNING: OPTIC FIBRE
127
128
116
origin OPTUS PSM DETAILS Check all dimensions before commencement of work.
OPM 178243
113
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM Check Site boundary dimensions from the Title plans
110089
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE E 491393.910
125
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED NOTE: Check Building Boundary clearances by set out.
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO N 7079019.914 Notwithstanding the information supplied on this drawing,
MERIDIAN IS MGA (ZONE 56)
110
9
SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS. BE CONFIRMED PRIOR TO START OF CONSTRUCTION. RL 108.138 SCALE 1:500 (A1) - 1:1000 (A3) the location, depth and extent of underground or overhead
12
VIDE SP176968
112
services are to be confirmed and protected on site by the
109
7
12
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C002
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK EXISTING SITE PLAN DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref : C002 EXISTING SITE PLAN 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 10/01/24 ISSUE FOR CLIENT REVIEW 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\C002 EXISTING SITE PLAN.dwg Plot 25 March 2025 - 5:26 PM
Section 4
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
PROPOSED URBAN CHR(S)
INTERSECTION UPGRADE
TO LAKE MACDONALD DR, CONNECT TO EXISTING
REFER TO SHEET PROPOSED CONNECTION TO
WATER MAIN
C250-C252 FOR DETAILS EXISTING SEWER NETWORK
13
CT SP176968
LLA
NE
DIA
PROPOSED INTERSECTION DIAN
WITH DIANELLA CT
PROPOSED 6m WIDE LOCAL ELLA
URBAN ROAD WITHIN 23m 23 CT
27 SP176968 14
WIDE ROAD RESERVE 20 17 16 15
28 SP176968 SP176968
SP176968 SP176968 SP176968 SP176968
SP176968 26 22 21
SP176968 SP176968 SP176968
CONNECT TO EXISTING
SEWER MAINTENANCE HOLE PROPOSED 2m WIDE
CONCRETE FOOTPATH ACCESS RESERVE
LAKE
INDICATIVE INDENTED
5.9m
CARPARKING BAYS
10m
3m
ROAD RESERVE
(12 TOTAL) PROPOSED SEWER MH.
MACD
WITH PROPERTY
23m
CONNECTION TO LOT 3
ROAD 1 S
6m
ONAL
PEAR TREE LANE
S LOT 3 STORMWATER ROAD RESERVE
W W CONNECTION POINT (UNDEVELOPED)
D DR
LOT 1 STORMWATER S
PROPOSED 6m W
CONNECTION POINT 6m
WIDE DRIVEWAY LOT 2 STORMWATER
ACCESS TO LOT 1 PROPOSED TEE-HEAD TURNAROUND TO
CONNECTION POINT
CATER FOR NSC WASTE COLLECTION VEHICLE
LOT 2 STORMWATER
LOT 2 STORMWATER PROPOSED 6m CONNECTION POINT
1 19.55m CONNECTION POINT WIDE DRIVEWAY 2 13m 3 INDICATIVE
STORMWATER
ACCESS TO LOT 2
TREATMENT AREA
PROPOSED
ACCESS RESERVE
NOTE: THE DEVELOPMENT OF LOT 3 TO
INCLUDE AN INDEPENDENT
STORMWATER TREATMENT SYSTEM AT
THE EXPENSE OF THE LOT 3 DEVELOPER 33
PROPOSED CUT-OFF SWALE WITHIN LOT 100 C56016
REFER SHEET C350 FOR DETAILS
S W
PROPOSED SEWER & WATER
CONNECTION TO BALANCE LOT
100
1
SP118458
LEGEND
COOROY CEMETERY LANDSCAPE BUFFER REFER
PROPOSED ALLOTMENT
101 LANDSCAPE PLANS FOR DETAILS
MCH655 PROPOSED BALANCE LOT FOR FUTURE PROPOSED STORMWATER DRAINAGE
CEMETERY EXPANSION
PROPOSED SEWER MAIN
PROPOSED NOOSA COUNCIL RESERVE S PROPOSED SEWER CONNECTION POINT
PROPOSED WATER MAIN
PROPOSED ROAD PAVEMENT
EXISTING BUILDING W PROPOSED WATER CONNECTION POINT
TO REMAIN PROPOSED ROAD WIDENING EXISTING STORMWATER DRAINAGE
EXISTING WATER MAIN
PROPOSED CONCRETE FOOTPATH
INTERFACE / CHANGE OF GRADE
PROPOSED CONCRETE DRIVEWAY &
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS EXISTING SITE BOUNDARY
elstra
CARPARKING
AGL SERVICE PROVIDERS
ERGON. AUSTRALIA BIORETENTION BASIN FILTER SURFACE
ENERGY
energex Telstra visionstream
origin
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
OPTUS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
WARNING: OPTIC FIBRE Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE Check Building Boundary clearances by set out.
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO Notwithstanding the information supplied on this drawing,
SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS. BE CONFIRMED PRIOR TO START OF CONSTRUCTION. SCALE 1:500 (A1) - 1:1000 (A3) the location, depth and extent of underground or overhead
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. C003
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK DEVELOPMENT LAYOUT PLAN DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C003 DEVELOPMENT LAYOUT
PLAN 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\C003 DEVELOPMENT LAYOUT PLAN.dwg Plot 25 March 2025 - 5:26 PM
Section 5
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:
· MRTS51 - ENVIRONMENTAL MANAGEMENT 43. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO
· MRTS52 - EROSION AND SEDIMENT CONTROL COMMENCEMENT OF EARTHWORKS.
· MRTS70 - CONCRETE 68. THE BASIC PRINCIPLES ARE TO:
44. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR
SURVEY: WATERCOURSES. · MINIMISE THE AREA OF DISTURBANCE;
· 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;
· 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 25 March 2025 - 5:26 PM
The text continues on section 6.
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