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19553-C1000_[B]-DG-CLC_[B] Civil Engineering Drawings
Attached to the e-mail 19553 - 125 Lake Macdonald Drive - Response to information request - OPW20/0051 - Email 1 of 2.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
LAKE MACDONALD DRIVE
RURAL RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING DRAWINGS
for TEATREE PROPERTY PTY LTD
DRAWING INDEX
DRG NO REVISION DRAWING TITLE
RACEHORSE LANE 19553-C1000 B LOCALITY PLAN & DRAWING INDEX
19553-C1001 B GENERAL NOTES
19553-C1002 B PLAN OF DEVELOPMENT
19553-C1100 B EARTHWORKS PLAN
19553-C1101 B EROSION & SEDIMENT CONTROL
19553-C1200 B ROADWORKS AND DRAINAGE PLAN
19553-C1201 B ROAD 1 & 2 LONG SECTIONS & ROAD 2 CROSS SECTIONS
19553-C1202 B ROAD 1 CROSS SECTIONS SHEET 1 OF 2
19553-C1203 B ROAD 1 CROSS SECTIONS SHEET 2 OF 2
19553-C1204 B LOT ACCESS ROADS LONGITUDINAL SECTIONS SHEET 1 OF 2
E
DRIV
19553-C1205 B LOT ACCESS ROADS LONGITUDINAL SECTIONS SHEET 2 OF 2
19553-C1206 B LAKE MACDONALD DR INTERSECTION LONGITUDINAL SECTION & CROSS SECTIONS
D
NAL
19553-C1207 B TYPICAL SECTIONS
CDO
MA
19553-C1208 B ROADWORKS DETAILS
19553-C1300 B DRAINAGE LONGITUDINAL SECTIONS
E
SITE
LAK
19553-DG-CAT B DRAINAGE CATCHMENT PLAN
19553-DG-CLC B DRAINAGE CALCULATIONS
STANDARD DRAWINGS
CORDW
OOD
DRIVE INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA, QLD (IPWEAQ)
RS-080 KERB AND CHANNEL, PROFILES AND DIMENSIONS
RS-140 SUBSOIL DRAINS, DETAILS & LOCATION
RS-142 SUBSOIL DRAINS, ACCESS POINTS
RS-170 PAVEMENT EXTENSION - TRENCHING AND WIDENING
SW
DS-010 STORMWATER ACCESS CHAMBER DETAIL - 1050 TO 2100 DIA
IFT
DS-011 ROOF SLABS - DIA 1050 TO 2100
DS-015 MANHOLE FRAME (ROADWAY & NON-ROADWAY)
DS-018 MANHOLE RISER DETAILS (ROADWAY)
DRIV
ELM
DS-020 MANHOLE COVER (NON-ROADWAY)
E
DIAL BEFORE DS-030 EXCAVATION, BEDDING & BACKFILLING RIGID & FLEXIBLE DRAINAGE PIPES
YOU DIG DS-050 DRAINAGE PITS - FIELD INLET - TYPE 1 & TYPE 2
STREE
DS-063 DRAINAGE PITS, KERB INLET - LIP IN LINE
www.1100.com.au
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
T
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR
This drawing is subject to
copyright in accordance with
PLANNER
Pivotal Perspective Pty Ltd
TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE LOCALITY PLAN & DRAWING INDEX A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's Jack Lewis LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only 0406 334 227
be used for this specific project. Approved RPEQ No RP DESCRIPTION 8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407 19553-C1000
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 20.07.20 INFORMATION REQUEST RESPONSE JF MCU APPROVAL - HORIZ DATUM GDA94 / MGA Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 24.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL RAL 19/0018 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 20.07.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 1 of 17 B
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Full text of sections 2 to 5 (of 27)
Section 2
GENERAL NOTES TOPSOIL: EXISTING PAVEMENT:
1. DO NOT SCALE DRAWINGS. 9. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY 1. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS PER
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. ROOT AFFECTED AREAS MUST BE REMOVED. STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS
10. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR PROCEDURE.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
CLARIFICATION OF THE DISCREPANCY. DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. 2. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO
APPLICATION OF SEAL.
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. SUBSOILS: 3. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT
WITH A MINIMUM THICKNESS OF 100mm.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT 11. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. 4. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE
AND THE SUPERINTENDENT. AFFECTED AREA.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN SUBGRADES:
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE SIGNS AND LINEMARKING
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE 12. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY SOFT
SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. 1. ALL ROAD SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
REQUIREMENTS THEREOF. DEVICES (MUTCD), PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. 13. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE
ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. 2. ALL SIGNS SHALL BE SIZE 'A' UNLESS NOTED OTHERWISE.
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. 3. SIGNS LOCATED WITHIN MEDIANS OR TRAFFIC ISLANDS TO BE INSTALLED USING LOC SOCKET.
14. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF 4. ALL SIGN FOOTINGS TO BE CONCRETE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-130.
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. DEFORMATION UNDER PROOF-ROLLING. 5. ALL ROAD SIGNS TO BE OFFSET A MINIMUM OF 600mm FROM FACE OF KERB.
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND 15. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. 6. THE FINAL SIGN LOCATION IS TO BE AGREED ON SITE, TO ENSURE IT IS VISIBLE AND NOT OBSTRUCTED BY EXISTING
THIS INSPECTION. INFRASTRUCTURE OR VEGETATION ETC.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED;
7. ALL SIGNS SHALL BE MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH MRTS14.
● CONSTRUCTION PRE-START MEETING STOCKPILE MANAGEMENT:
● SET OUT 16. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A STORMWATER DRAINAGE
● DEMOLITION GUTTER, DRAIN OR WATER BODY, SUCH AS:
GENERAL
● SUBGRADE PROOF-ROLLS ● ON A ROAD PAVEMENT;
1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
● PRE-SEAL PROOF-ROLLS ● WITHIN AN OVERLAND FLOW PATH; DRAWING IPWEAQ DS-0030 (TYPE 2).
● CONCRETE PRE-POURS ● ADJACENT TO STREAM BANKS. 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
● FINAL INSPECTION 17. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). STANDARD DRAWING IPWEAQ DS-019.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF 18. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES. WITH STANDARD DRAWING IPWEAQ DS-020.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. SITE REHABILITATION: STRUCTURES.
19. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
SURVEY COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY NOOSA COOLOOLA LAND SURVEYS PTY. LTD. 20. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). MINIMUM DEPTH OF 300mm. 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
21. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. TRENCHES AND STRUCTURES.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
22. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND
FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
EROSION & SEDIMENT CONTROL
STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
EXISTING SERVICES OBJECTIVES:
11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND PARTIES.
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. MAINTENANCE PERIOD. 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE. BLOCKAGES.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING
WORKS. MANAGEMENT PRINCIPLES:
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE 4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE
APPROPRIATE AUTHORITIES. EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE (IECA). THE BASIC PRINCIPLES ARE TO:
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. ● MINIMISE THE AREA OF DISTURBANCE;
● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
CLEARING, GRUBBING AND DISPOSAL ● MINIMISE EROSION;
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND ● MINIMISE SEDIMENTATION;
SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF
THESE CONTROL MEASURES. ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. CONSTRUCTION PRE-START MEETING:
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. 5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH
AS:
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
● REQUIRED WATER QUALITY OBJECTIVES;
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
LOCAL AUTHORITY. ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES.
SITE INSPECTION AND MONITORING:
EARTHWORKS / EXCAVATION 6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF
GENERAL: CONTROL MEASURES (E.G. SITE FOREMAN).
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF
● AT LEAST DAILY WHEN RAIN IS OCCURRING;
EARTHWORKS.
● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE
UNDERTAKEN IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ● WITHIN 18 HOURS OF A RAINFALL EVENT.
ENGINEER.
8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
3. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
DISPOSED OF. STOCKPILES SHALL NOT EXCEED 2M IN HEIGHT.
9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES.
10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
REFER EROSION AND SEDIMENT MANAGEMENT PLAN AND NOTES.
MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
EARTHWORKS. 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
ACTIONS TAKEN.
6. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
7. EARTHWORKS QUANTITIES HAVE BEEN CALCULATED BETWEEN THE NATURAL SURFACE AND THE FINISHED
SUBGRADE LEVELS.
8. ALL ALLOTMENT EARTHWORKS SHALL BE COMPACTED TO A MINIMUM DRY DENSITY RATIO OF 95% IN ACCORDANCE WITH AS3798 GUIDELINES
ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR
This drawing is subject to
copyright in accordance with
PLANNER
Pivotal Perspective Pty Ltd
TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE GENERAL NOTES A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's Jack Lewis LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only 0406 334 227
be used for this specific project. Approved RPEQ No RP DESCRIPTION 8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407 19553-C1001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 20.07.20 INFORMATION REQUEST RESPONSE JF MCU APPROVAL - HORIZ DATUM GDA94 / MGA Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 24.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL RAL 19/0018 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 20.07.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 2 of 17 B
Section 3
LOT SEGMENT DETAILS LOT SEGMENT DETAILS LOT SEGMENT DETAILS LOT SEGMENT DETAILS LOT SEGMENT DETAILS
LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING
1 25.869 S08° 23' 54"W 32 124.140 N42° 44' 06"W 63 42.131 S16° 42' 57"W 94 44.814 N28° 42' 57"W 125 7.498 N06° 46' 50"W
2 120.272 S08° 23' 54"W 33 40.036 N42° 44' 06"W 64 13.574 S06° 23' 45"E 95 3.254 N47° 30' 22"W 126 7.498 N08° 40' 19"E
LEGEND
33
3 14.030 N81° 35' 41"W 34 72.732 S37° 42' 24"W 65 59.779 S15° 37' 39"E 96 10.664 N66° 14' 17"W 127 11.161 N30° 16' 09"E
34
DEVELOPMENT BOUNDARY 4 20.462 S08° 33' 54"W 35 75.002 N87° 52' 56"W 66 48.286 S48° 45' 20"E 97 3.869 N89° 37' 23"W 128 19.322 N42° 55' 32"E
PROPOSED LOT BOUNDARY
37 5 42.534 S08° 33' 54"W 36 122.089 N87° 52' 56"W 67 73.491 S50° 54' 25"E 98 46.182 S68° 34' 10"W 129 5.845 N60° 00' 31"E
BUILDING ENVELOPE 36
1
35
Q1
EASEMENT BOUNDARY
00
6 147.872 S08° 33' 54"W 37 135.090 N87° 52' 56"W 68 29.919 S49° 12' 17"E 99 2.613 S72° 15' 14"W 130 2.634 N76° 07' 52"E
85
EX
ADJACENT BOUNDARY
32
TEN
PROPOSED ROADS 7 172.866 S81° 34' 21"E 38 12.000 S66° 54' 51"E 69 164.849 N10° 14' 45"E 100 2.665 S79° 28' 09"W 131 22.680 N76° 51' 04"E
TS
PROPOSED BUILDING PADS 8 30.166 S08° 54' 09"W 39 12.000 N23° 05' 09"E 70 69.766 S16° 38' 03"E 101 5.980 S80° 21' 54"W 132 4.050 N88° 24' 42"E
86
(20m x 15m) LOT 14 LOT 15
9 25.728 S53° 19' 09"W 40 12.000 N66° 54' 51"W 71 101.440 S78° 11' 14"E 102 17.298 S80° 21' 54"W 133 29.036 S79° 58' 19"E
81
LOT 13
84
1.52 Ha 1.53 Ha
1.53 Ha 31 10 146.125 S53° 19' 09"W 41 20.122 N66° 54' 51"W 72 18.121 S76° 30' 12"E 103 3.666 S85° 35' 58"W 134 3.087 S71° 26' 57"E
2
80 11 233.699 S53° 19' 09"W 42 20.987 S23° 05' 09"W 73 71.739 S76° 30' 12"E 104 3.666 N84° 00' 56"W 135 17.755 S65° 01' 28"E
LOT 1
83
12 191.773 S81° 09' 01"E 43 20.629 N66° 54' 51"W 74 111.663 N25° 33' 22"E 105 18.703 N78° 44' 18"W 136 17.755 S73° 14' 32"E
1.53 Ha
30
13 29.075 N66° 52' 49"E 44 141.975 N03° 30' 16"E 75 127.921 S07° 31' 33"W 106 12.081 N73° 52' 02"W 137 4.050 S73° 07' 36"E
LOT 12
82
14 96.048 S23° 05' 09"W 45 77.666 S66° 27' 50"W 76 164.839 S51° 26' 33"E 107 14.892 N70° 33' 42"W 138 15.763 S78° 48' 47"E
3 1.52 Ha
4
15 65.008 S36° 54' 51"E 46 21.516 S83° 31' 22"W 77 80.176 N39° 53' 04"E 108 14.892 N66° 03' 36"W 139 3.651 S89° 12' 29"E
ROAD 1
16 151.380 N52° 24' 19"E 47 84.690 S23° 39' 58"E 78 29.439 N11° 07' 23"E 109 1.461 N71° 32' 25"W 140 21.538 N80° 22' 04"E
79
5
17 6.512 N53° 42' 58"E 48 38.271 N28° 18' 51"W 79 185.387 N78° 52' 37"W 110 23.699 N79° 55' 08"W 141 2.030 N74° 18' 12"E
18 75.370 N46° 47' 30"E 49 48.955 N27° 38' 03"E 80 207.653 N47° 17' 33"W 111 1.999 S88° 17' 27"W 142 26.206 N68° 32' 16"E
LOT 11 LOT 10 19 23.861 N44° 01' 09"E 50 40.212 N40° 58' 52"E 81 140.001 S16° 41' 38"E 112 17.618 S76° 45' 47"W 143 25.228 N68° 33' 11"E
78
1.50 Ha 1.52 Ha 20 67.420 N45° 26' 34"E 51 23.372 N25° 26' 27"E 82 24.234 N42° 43' 30"E 113 2.965 S59° 48' 27"W 144 7.673 S88° 52' 56"E
75
LOT 2
27
70
REFER INSET
62
76 1.52 Ha 21 78.023 N28° 23' 34"E 52 21.935 N13° 38' 31"E 83 47.241 N02° 47' 58"W 114 7.399 S42° 40' 24"W 145 22.127 S66° 33' 10"E
22 17.879 N28° 23' 34"E 53 44.639 N22° 40' 01"E 84 45.157 N32° 53' 01"W 115 8.466 S30° 52' 43"W 146 6.554 S47° 34' 00"E
74
77
6
71 23 30.370 N39° 30' 39"E 54 46.309 N13° 19' 03"E 85 40.101 N02° 07' 04"E 116 8.466 S06° 33' 47"W 147 45.832 S28° 34' 57"E
72 24 125.704 N39° 26' 25"E 55 196.340 S48° 03' 52"W 86 172.456 N22° 53' 21"E 117 10.347 S00° 53' 46"W 148 7.724 S51° 27' 24"E
63
73
LOT 16 25 58.355 N21° 48' 54"E 56 9.527 S47° 21' 17"E 87 6.011 N61° 10' 07"W 118 13.938 S20° 26' 03"E 149 5.563 S73° 16' 26"E
4.07 Ha
64 26 11.537 N21° 11' 46"W 57 12.856 S47° 17' 31"E 88 45.378 S30° 23' 28"W 119 9.123 S12° 41' 08"W 150 3.109 N68° 19' 44"E
26
27 175.235 N25° 30' 53"E 58 43.202 S81° 13' 30"E 89 27.050 S47° 47' 05"W 120 11.577 S43° 51' 12"W 151 64.927 N30° 21' 38"E
7 LOT 9 28 20.177 N25° 29' 25"E 59 72.506 S52° 58' 36"E 90 7.686 N23° 16' 39"W 121 22.558 N78° 45' 14"W 152 24.473 S61° 16' 49"E
65
25
1.74 Ha
29 4.044 N25° 30' 44"E 60 36.409 S65° 50' 43"E 91 12.804 N73° 35' 48"W 122 18.766 N06° 52' 34"E
LOT 3
69
1.52 Ha 30 54.890 N34° 05' 16"W 61 50.681 S61° 38' 03"E 92 7.817 N61° 59' 19"W 123 9.477 N30° 06' 08"E
8
66
31 41.275 N54° 27' 54"E 62 58.548 S16° 37' 04"E 93 7.838 N39° 50' 52"W 124 9.033 N01° 07' 56"E
56 9
57
58 67
24
54
59 Q10
0 EX
10 TEN 68
TS
60 IVE
DR
53
23
D
AL
LOT 8 61
ON
22
CD
2.42 Ha
52
MA
KE
LA
51
83
LOT 7
21
1.50 Ha
50
55
30
44
Q10
11 144
0
130 132 133
EXT
131 145
129 134 143 152
ENT
135
49
14
LOT 6 LOT 4
82
20 6
S
142
29
1.53 Ha 1.50 Ha 136
8
12
138 139 140 141 96
28
111 110 97
112
127
43 109 137 95
19
ROAD 1
48
151
12 41 45 108
147
113 98 87
126
13 107
42
114
47
46 106
117 116
40 18 115 101
125
105 102 99
2
94
39
124
14
88
D
104 100 8
ROA
CORDWO 38
OD DRIVE LOT 5 17 103
123
14
1.53 Ha
118
150
149
122
93
119
92
16 91 89
URT
90
0
12
121
CO
15
EE
78
G
WIL
75
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
27
70
62
INSET
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to © 2019 Microsoft Corporation
PLANNER © 2019 DigitalGlobe
TEATREE ©CNES
PROPERTY PTY LTD (2019) Distribution Airbus LD
DS DR
LAKE MACDONALD DRIVE PLAN OF DEVELOPMENT PLAN 1:2000
A1
copyright in accordance with Pivotal Perspective Pty Ltd Designed Verified INSET 1:1000
the agreement between TOD
Consulting Pty Ltd (tc) and tc's Jack Lewis LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only 0406 334 227
be used for this specific project. Approved RPEQ No RP DESCRIPTION 8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407 19553-C1002
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 20.07.20 INFORMATION REQUEST RESPONSE JF MCU APPROVAL - HORIZ DATUM GDA94 / MGA Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 24.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL RAL 19/0018 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 20.07.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 3 of 17 B
[OCR of page images]
LEGEND
DEVELOPMENT BOUNDARY
PROPOSED LOT BOUNDARY
BUILDING ENVELOPE
EASEMENT BOUNDARY
‘ADJACENT BOUNDARY
PROPOSED ROADS
PROPOSED BUILDING PADS
(20m x 15m)
REFER INSE
LOT SEGMENT DETAILS LOT SEGMENT DETAILS LOT SEGMENT DETAILS LOT SEGMENT DETAILS LOT SEGMENT DETAILS
LINE # | LENGTH | BEARING LINE# | LENGTH | BEARING LINE # | LENGTH | BEARING LINE # | LENGTH | BEARING LINE # | LENGTH | BEARING
1 | 25869 | sos’ 23's4"w 32 | 124.140 | Na2° 44" o6"W 63 | 42131 | sie°42'sTW 94 | 44.e14 | N2e° 42 s7W 125 | 7.498 | Nog? 46'50"'w
2 | 120.272 | sog* 23 s4"w 33 | 40.036. | N42" 44 o6"W 64 | 13674 | so? 23'45"E 95 | 3.254 | Na7° 30-22"w 126 | 7.498 | NoB° 40'19"E
3 | 14.030 | Net 38'41"w 34 | 72.732 | s37°42'20-W 65 | 50779 | sts 37 39"e 96 | 10.664 | Nee 14° 17";Ww tar | 11.161 | N30° 16'09"E
4 | 20.462 | soe? 33 s4"w 35 | 75.002 | N87°52'56'W 66 | 48.286 | sae” 45'20°E 7 | 3.869. | Neg? 37'23"'w 428 | 19.322 | Na" 55'32°E
5 | 42534 | soe? 33's4'w 36 | 122.089 | N87" 52'56"'W e7 | 73.491 | S50" 54° 25"E 98 | 46.182 | sea” 34" 10'W 123. | 5.845 | N60? 00'31"E
6 | 147.872 | soe? 33 5a"w 37 | 136.090 | N87" 52'56"'W 68 | 20919 | sag 12 17° 99 | 2613. | s72° 15 14°w 130. | 2.634 | N76° 07'52°E
7 | 172866 | sate 34'21"E 38 | 12.000 | s66° 5451 69 | 164.849 | NiO? 14'45"E 100 | 2665 | s79° 28'09'w 131 | 22680 | N76°51'04"E
8 | 30.166 | sog* 54 os"w 39 | 12.000 | N23° 05'09"E 70 | 69.766 | S16” 38'03"E tor | 5.980 | S80° 21" 54"w 132 | 4.050 | Ne? 24'42"E
9 | 25.728 | s53° 19: 09"'w 40 | 12,000 | Ne6* 54'51"°w m1 | 101.440 | s7e° 1114" 102 | 17.298 | s8o° 21" saw 133 | Section 4
29036 | s79° 58'19°E 10 | 148.125 | $53° 19'09"'W 41 | 20.122 | Ne6? 54'51"'w 72 | [email protected] | s76° 30°12" 103 | 3.666 | $85° 35'se'w 134 | 3.087 | s7t°26'57°E 11 | 233.699 | s53° 19° o9'w 42 | 20.987 | $23° 05' 09; 73 | 71.739 | s76° 30°12" 104 | 3.666 | Na4° 00’ sew 195 | 17.755 | S65° 01'28"E 12 | 191.773 | sei° og ore 43 | 20.629 | N66 54’ 51°w 74 | 111.663 | N25° 33'22°E 105 | 18.703 | N78° 44’ 18'W 196 | 17.755 | S73° 14'32°E 13 | 29.075 | Ne6* 52° 49"E 44 | 141.975 | No3° 30'16"E 75 | 127.921 | so7°3t'33W 106 | 12.081 | N73° 52°02; 137 | 4.050 | 73° 07'36"E 14 | 96.048 | 823° 08 os"W 45 | 77.666 | S66°27'50-W 76 | 164.839 | S51° 26'33"E 107 | 14.892 | N70° 33°42; 198 | 15.763 | S78° 48'47°E 15 | 65.008 | S36° 54'51E 46 | 21.516 | sa3°3t'27w 77 | 80.176 | N39" 53'04"E 108 | 14.892 | Nes° 03'36'w 139 | 3651 | saa" 12'29°E 16 | 151.380 | N52° 24 19"E 47 | 84.690 | $23° 39'58"E 78 | 20439 | Nit? 07 23°E 109 | 1461 | N71° 32:25; 140 | 21.538 | N80° 22'04"E 17 | 6512. | N53° 42" 58"E 48 | 38.271 | N2B° 18'51'W 79° | 185.387 | N78°52'37;W 110 | 23.699 | N79° 55'o8'W 141 | 2030 | N74° 18°12 18 | 75370 | Né6° 47'30°E 49 | 48.955 | N27° 38'03"E 80 | 207.653 | Nav? 1733; 111 | 1.999. | see 17 27°w 142 | 26.206 | NeB° 32'16"E 19 | 23.861 | Na4° o1" O9"E 50 | 40.212 | 40° 58°52°E 81 | 140,001 | ste°41'38'E 112 | 17.618 | s76°45'47";w 143. | 25.228 | Neg? 33'11°E 20 | 67.420 | N45° 26'34"E 1 | 23372 | Nas° 2627E 82 | 24.234 | Na2° 43° 30°E 113 | 2965 | ss9° 48'27'w 144 | 7.673. | S88" 52'56"E 21 | 78.023 | NoB° 23'34"E 52 | 21.935 | N13" 98°31E a3 | 47.241 | No2° 47 sew 114 | 7.399 | s42° 40'24"w 145 | 22.127 | $66° 33'10°E 22 | 17.879. | NoB° 23'34"E 53 | 44.639 | N22° 40°01 a4 | 45.187 | N32°53'0TTW 115 | 8466 | s30°52'43'W 146 | 6554 | sa7° 34'00°E 23° | 30.370 | N39° 30'39"E 54 | 46.309 | N13° 19:03°E 85 | 40.101 | No2° 07 04"E 116 | 8466 | so6° 33'47";w 147 | 45832 | $28" 34'57°E 24 | 125.704 | N3Q° 2625" 55 | 196.340 | s48° 03'52;W a6 | 172.456 | N22°5321°E 117 | 10.347, | 00° 53'4e"'w saa | 7.724 | sst° 27 246 25 | 88.355 | N21° 48 54"E 56 | 9527 | sar2rire a7 | eott | Net? 10°07 W 118 | 13.938 | $20° 2603" 143 | 5563 | S73° 16'26"E 26 | 11.537 | Nate 11 46"~w s7 | 12856 | sa7° 17°31 a8 | 45378 | s30°23'28~W 119 | 9.123 | 12° 41 o8'w 150 | 3.109 | N68? 19'44"E 27 | 175.235 | N25° 30'53"E 58 | 43.202 | Set? 13'30"E ag | 27.050 | sa7°47 05W 120 | 11.877 | sa3° st 12 161 | 64.927 | N30°21'38'E 28 | 20.177 | N2s° 29'25"E 59 | 72.506 | $52° 58'36"E 90 | 7.686 | N23° 16'39-W iat | 22.558 | N7e° 45 t4"w 152 | 24473 | s6t° 16'49°E 29 | 4.044 | NoB° 30'44"E 60 | 36409 | s66° 50'43"E gt | 12804 | N73° 35:48°W 122 | 18.766 | Nos? 52'34"E 30 | 54.890 | N34" os te"~W et | 50681 | se1° 38° 03'E 92 | 7817 | Net°59'19;W 123 | 9.477 | N30° 06'08"E 31 | 41.275) NB4°27'5a°E 62 | 58548 | ste°37 o4"E 93 | 7.838 | N39° 50's; 124 | 9.033 | Not? 07'56"E Lake MacDonald_Dive_ Subdivision. CADDEACAD| 20 ‘COPYRIGHT © ‘This drawing is subject to copyright in accordance with the between TOD Consulting Pty Ltd (tc) and tes client. This drawing shall only be used for this specific project. ‘This drawing shall not be used B__| 20.07.20 | INFORMATION REQUEST RESPONSE for ‘Issued For Construction’ in the revision description, ‘A_| 24.03.20 | OPW SUBMISSION Rev | Date _| Revision Description Client TEATREE PROPERTY PTY LTD TODR engineers & project managers Noosa: 67 5449 9600. Sunshine Coast 07 6329 3180 PO Box 61, Noosavile, LD 4568, reception@todconsuting com. www todeonsulting.com ‘ABN 39 128 605 996 Verified Project DR LAKE MACDONALD DRIVE Verified DR RURAL RESIDENTIAL SUBDIVISION RPEQNo RPDESCRIPTION _8RP160703 : 2RP#52009 : 3RP137375: 140MCHO78 : 101SP142407 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL MCU APPROVAL HORIZDATUM GDAQ4/MGA 256 Lb. ROLAPPROVAL ——RAL 19/0018 VERT DATUM 20.07.20 | OPW APPROVAL RL DATUM Drawing Title PLAN OF DEVELOPMENT ‘Scale Sheet Size PLAN 1:2000 AM INSET 1:1000 Drawing Number 19553-C1002 MEASUREMENT BAR-INCREMENTS N mm Sheet 3 of 17 Revision B
Section 5
LOT 6
CORDWOOD DRIVE
Gravel
driveway
1.53 Ha
0
RL PAD
2.0
12
LOT 12
LOT 11 1.52 Ha
1.50 Ha
Back of
kerb
113
LOT 7
114
115
ROAD 2 1.50 Ha
116
117
118
LOT 13
1.53 Ha
RL 116.15
RL 118.20
PAD
PAD
0
PAD
EXISTING MOUND TO BE LEVELLED
RL 121.1
RL 115.
PAD
D 5 30
PA 08.2
L 1
EXISTING DEPRESSIONS
.10
R
RL PAD
119
LOT 5 EXTEND DAM 15m x 10m PAD FOR
(DEPTH 1.0-1.5m) STORAGE SHED RL 108.00 PA
1.53 Ha RL D
115
117
EXTEND EXISTING ACCESS
116
118
.10
9
115
11
TRACK (NOM RL 107.75)
120
LOT 16
4.07 Ha 121
EXISTING DAM
TO BE RETAINED LOT 8
2.42 Ha
RL 120
LOT 14
PAD
1.52 Ha
12
.13
2
EXISTING
DAM TO BE PAD
RETAINED RL 116.00
123
LOT 10
EXISTING WATERHOLE 1.52 Ha
LOT 4
TO BE RETAINED
1.50 Ha
PAD
RL 114.80
12
4
RL PAD
TENTS
124 LOT 9
.00 1.74 Ha LOT 15
Q100 EX
RL
1.53 Ha
PA 0.00
12
D
4
12
3
12
PAD
2
12
RL 129.30
121
80
120
PAD
RL 111.
LAK
EM 119
ACD LOT 2
ONA
LD D 1.52 Ha TS
EN
118
RIV LOT 3 XT
E
0E
RL 127.80
1.52 Ha 0
EXISTING DAM Q1
PAD
TO BE FILLED 117
SF
LOT 1
117 1.53 Ha
8
11
ROAD
LEGEND 1 11
9
120
EXISTING CONTOURS : 1m INTERVALS Edge of Bitumen
FINISHED CONTOURS : 1m INTERVALS
Linemarking
C/L Linemarking
121
PROPOSED KERB FACE Linemarking
Edge of Bitumen
PROPOSED BUILDING PADS (20m x 15m)
Gravel
DEVELOPMENT BOUNDARY
driveway
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
12
2 Grave
PROPOSED LOT BOUNDARY
l drivew
ay
BUILDING ENVELOPE EARTHWORKS VOLUMES
EASEMENT BOUNDARY
CUT: 13,877 m3
ADJACENT BOUNDARY
Bitumen
FILL: 12,194 m3
Driveway
Gravel
EARTHWORK DEPTHS (0.5m INCREMENTS)
drivewa
y
CUT FILL
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR
This drawing is subject to
copyright in accordance with
PLANNER
Pivotal Perspective Pty Ltd
TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE EARTHWORKS PLAN 1:1000 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's Jack Lewis LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only 0406 334 227
be used for this specific project. Approved RPEQ No RP DESCRIPTION 8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407 19553-C1100
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 20.07.20 INFORMATION REQUEST RESPONSE JF MCU APPROVAL - HORIZ DATUM GDA94 / MGA Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 24.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL RAL 19/0018 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 20.07.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 4 of 17 B
The text continues on section 6.