Original source · versioned page text
19553-C1000[A]-C1300[A} - full set
Attached to the e-mail Operational Works Application OPW20/0051 -Cover letter - DA Form 1 - Civil Plans.
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 A LOCALITY PLAN & DRAWING INDEX
19553-C1001 A GENERAL NOTES
19553-C1002 A PLAN OF DEVELOPMENT
19553-C1100 A EARTHWORKS PLAN
19553-C1200 A ROADWORKS AND DRAINAGE PLAN
19553-C1201 A ROAD 1 & 2 LONG SECTIONS & ROAD 2 CROSS SECTIONS
19553-C1202 A ROAD 1 CROSS SECTIONS SHEET 1 OF 2
19553-C1203 A ROAD 1 CROSS SECTIONS SHEET 2 OF 2
19553-C1204 A LOT ACCESS ROADS LONGITUDINAL SECTIONS SHEET 1 OF 2
19553-C1205 A LOT ACCESS ROADS LONGITUDINAL SECTIONS SHEET 2 OF 2
E
DRIV
19553-C1206 A LAKE MACDONALD DR INTERSECTION LONGITUDINAL SECTION & CROSS SECTIONS
19553-C1207 A TYPICAL SECTIONS
D
NAL
19553-C1208 A ROADWORKS DETAILS
CDO
MA
19553-C1300 A DRAINAGE LONGITUDINAL SECTIONS
19553-DG-CAT A DRAINAGE CATCHMENT PLAN
E
SITE
LAK
19553-DG-CLC A 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
C:\Users\Lenovo\Dropbox\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 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 LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
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
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 24.03.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 1 of 16 A
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Full text of sections 2 to 5 (of 24)
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
C:\Users\Lenovo\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
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
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 TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE GENERAL NOTES A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
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
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 24.03.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 2 of 16 A
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
33
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
34
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 37
36 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
1
35
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
85
PROPOSED LOT BOUNDARY
32
EASEMENT BOUNDARY 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
ADJACENT BOUNDARY 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
86
PROPOSED ROADS LOT 14 LOT 15
172.866 38 12.000 S66° 54' 51"E 100 2.665 S79° 28' 09"W 131 22.680 N76° 51' 04"E
81
LOT 13 7 S81° 34' 21"E 69 164.849 N10° 14' 45"E
84
PROPOSED BUILDING PADS 1.52 Ha 1.53 Ha
(20m x 15m) 1.53 Ha 31 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
2
80 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
LOT 1
83
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
1.53 Ha
30
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 12
82
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
3 1.52 Ha
4
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
ROAD 1
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
79
5
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
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
LOT 11 LOT 10 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
78
1.50 Ha 1.52 Ha 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
75
LOT 2
TRANSI
27
70
REFER INSET
62
76
TION
1.52 Ha 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
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
74
77
6
71 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
72 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
63
73
LOT 16 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
4.07 Ha 64
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
26
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
7 LOT 9 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
65
25
1.74 Ha
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
LOT 3
69
1.52 Ha 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
8
66
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
56 9 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
57
58 67 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
24
54
59
10 68
IVE
DR
60
LD
53
23
NA
61
DO
LOT 8
22
AC
2.42 Ha
52
EM
K
LA
51
LOT 7
21
1.50 Ha
50
55
44
83
11
30
49
LOT 6 LOT 4
20
1.53 Ha 1.50 Ha 130 132 133 144
131 145
129 134 143 152
135 14
82
6
43 142
19
29
136
48
45
8
12 41
12
138 139 140 141 96
13
42
47
28
46 111 110 97
112
127
40 18 109 137 95
151
108
147
98
D2
39 113 87
126
114 107
ROA
CORDWO 38 106
LOT 5 17
117 116
OD DRIVE 115 101
125
105
14
1.53 Ha 102 99
94
124
14
88
104 100 8
103
123
118
16 150
URT
149
122
93
CO
119
92
15
89
GEE
91
90
0
12
WIL
121
D:\JF\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
78
75
TRAN
27
70
SITIO
INSET
62
N
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR PLAN 1:2000
This drawing is subject to
copyright in accordance with TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE PLAN OF DEVELOPMENT INSET 1:1000 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
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
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 24.03.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 3 of 16 A
[OCR of page images]
LEGEND
DEVELOPMENT BOUNDARY
PROPOSED LOT BOUNDARY
EASEMENT BOUNDARY
ADJACENT BOUNDARY
PROPOSED ROADS
PROPOSED BUILDING PADS
(20m x 18m)
vy
REFER INSET
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 | soe? 23 54"w 32. | 124.140 | N42" 4a O6"W 63 | 42131 | si6°42'5TW 94 | 4414 | N2e° 42 s7W 125 | 7.498 | Nog? 46'so"'W
2 | 120.272 | sog* 23 54"w 33° | 40.036 | Naa" 44’ o6"W 64 | 13.574 | soe? 23'45"E 95 | 3.254 | Nav? 30'22°w 126 | 7.498 | Nog° 40' 19"
3 | 14.030 | Net? 35.4rw 34 | 72.732 | s37° 42 24"w 65 | 50.779 | s16°37 39°E 96 | 10.664 | Nee 14° 17-;W iar | 11.161 | N30° 16'09"E
4 | 20.462 | sog° 33° 54"w 35 | 75.002 | N87" 52'S6"W 66 | 48.286 | s4° 45'20°E 7 | 3.869. | Neg? 37'23";w 128 | 19.322 | N42" 55'32°E
5 | 42.534 | soe? 33'54"w 36 | 122.089 | Ne7° 52’ S6"W 7 | 73.491 | $50° 54 25" 98 | 46.182 | sea’ 34’ 10"'Ww 129 | 5.845 | N60? 00'31"E
6 | 147.872 | soe 33 54"w 37 | 136.090 | N87" 52° 56"W 68 | 20919 | sdo°12 176 99 | 2613. | s72° 15 14'w 190 | 2.634 | N76° 07" 52°E
7 | 172866 | sai° 34'21°E 38 | 12000 | see" s4's1'E 69 | 164.849 | Nto° 14'45"E 100 | 2665 | S79" 28 09"w 131 | 22680 | N76°51'04"E
8 | 30.166 | sog* 54’ o9"w 39 | 12.000 | N23° 05 09"E 70 | 69.766 | ste” 38'03'E tor | 5.980 | s80° 21" 54'w 132 | 4.050 | NeB° 24'42"E
9 | 25.728 | s53° 19 09'w 40 | 12.000 | Nee? 54’ 51"w m1 | 101.440 | s7° 11 14"E 102 | 17.208 | seo° 21" s4°w 133 | 29036 | s79° 58'19°E
10 | 146.125 | s53° 19° 09'w 41 | 20.122 | Neo? 54'51"'w 72 | 18421 | ste" 3012 103 | 3.666 | s86° 35'58"w 134 | 3.087 | S71? 26'57°E
11 | 233.699 | 53° 19° 09'w 42 | 20987 | s23° 05 os'Ww 73 | 71.739 | s76° 30° 12°E 104 | 3.666 | N84? 00" Sew 195 | 17.755 | S65° 01'28"E
12 | 191.773 | sai°o9' ote 43 | 20.629 | Neo? 54’51"'w 74 | 111.663. | N25° 33! 22°E 105 | 18.703 | N7e° 4a" 1e-W 196 | 17.755 | S73° 14'32°E
43 | 29.075 | Ne6° 52'49"E 44 | 141.975 | No3° 30" 16"E 75 | 127.921 | so7°31'33'w 106 | 12.081 | N73° 52 02W 137 | 4.050 | S73° 07'36"E
14 | 96.048 | s23° 08' o9'w 45 | 77.666 | S66" 27'S0"'W 76 | 164.839 | $51° 26'33°E 107 | 14892 | N70°33.42-W 198 | 15.763 | S78° 48'47°E
15 | 65.008 | 36° 54'51'E 46 | 21516 | sess" 22°w 77 | 80.176 | N39° 53! 04"E 108 | 14.892 | Nee? 03'36"w 199 | 3.651 | $89° 12'29°E
46 | 151.380 | N52° 24" 19°E 47 | 84.690 | 23° 39'58"E 78 | 29.439 | NI1° 07 23'E 109 | 1.461 | N7t°32.25W 140 | 21.538 | N80° 22'04"E
a7 | 6512. | N53°42'58'E 48 | 38.271 | N2e° 1851"'W 79 | 185.387 | N78° 52'37°;W 110 | 23.699 | N79" 55'08'W 141 | 2.030. | N74° 18°12
1a | 75.370 | N46°47°30°E 49 | 48.955 | N27" 38'03"E 80 | 207.653 | NAT? 17'33'W 111 | 1.999. | see 17 27w 142 | 26.206 | Nes? 32'16'E
19 | 23.861 | N44? 01" O9"E 50 | 40.212 | Ndo* 58 52"E a1 | 140.001 | ste-41'38E 112 | 17.618 | S76 4547'w 143. | 25.228 | Neg’ 33'11"E
20 | 67.420 | Nas? 26'34"E 51 | 23.372 | N25°26 27"E 82 | 24.234 | Nd2° 43'30°E 113 | 2965 | ss9° 4e'27"Ww 144 | 7.673 | $88° 52'56"E
21 | 78.023 | N2B° 23'34°E 62 | 21.935 | N13" 38°31"E 83 | 47.241 | NO2°47'58'W 114 | 7.399 | S42" 4o'24"w 145 | 22.127 | $66° 33'10°E
22 | 17.879 | N2B° 29 34"E 63 | 44.639 | N22" 40 01"E 84 | 45.187 | N32°53'01"'W 115 | 8.466 | S30" 52'43"w 146 | 6554 | S47° 34'00°E
23° | 30.370 | N39" 30°39"E 54 | 46309 | N13° 19'03"E 85 | 40.101 | No2° 07" o4"E 116 | 8.466 | Soe 33.47'Ww 147 | 45.832 | $28° 34'57°E
24 | 125.704 | N39" 26 25"E 55 | 196.340 | S48” 03'52";w a6 | 172.456 | N22" 53'21°E 117 | 10347 | soo’ s3'4e"'w 148 | 7.724 | $51° 27'24"E
25 | 88.355 | N2t° 48'54"E 66 | 9527 | sar 2r17e a7 | 6ott | Net? 10: o7'w 118 | 13.938 | $20" 26'03"€ 149 | 5.563 | $73° 16'26"E
26 | 11.537 | Nate iT 4ew sr | 12856 | sa7°1731E 88 | 45.378 | $30°23'28'W 119 | 9.123 | st2° ar oa"w 150 | 3.109 | Neg? 19'44"E
at | 175.235 | N25" 30°53"E 68 | 43202 | se1° 13'30°E a9 | 27.050 | sa7°47 05W 120 | 11877 | sag st 12'w 151 | 64.927. | N30°21'38E
28 | 20.177 | N2s° 29: 25"E 69 | 72.606 | 952° 58'36"E 90) 7.686 | N23° 16'39'w iat | 22.558 | N7a° 45'14'W 152 | 24473 | S61? 16'49°E
29 | 4.04 | Nas? 30° 44"E 60 | 36409 | ses° 50:43'E 91 | 12.804 | N73° 36 48";W 122 | 18.766 | Nos? 52'34"E
30 | 54.890 | Na4° 05 tew et | 50.681 | se1° 38'03'E 92 | 7.817 | Net°s9' 1'w 123. | 9.477 | N30" 06'08"E
31 | 41.275 | NB4° 27 Sa°E 62 | 58.548 | ste 37 O8E 93 | 7.838 | N39°50'52'W 124 | 9.033. | Not? 07 56"E
LB 104 sth 126
/
/
/
INSET
COPYRIGHT © ‘Associated Consultants Cient Drawn Verified Project Drawing Tie Scale Sheet Size
Tiere sec TEATREE PROPERTY PTY LTD 1 OR LAKE MACDONALD DRIVE PLAN OF DEVELOPMENT Neer ito | A
the agreement between TOD Designed Verified
Consulting Py Lid (te) and t's LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall on} . .
be used fortis specie project, engineers & project managers ‘Approved RPEQNo RP DESCRIPTION @RP160703 : 2RPG52000 : 3RP13776 : AOMCHO7B : 101SP142407 19553-C1002
This drawing shall not be used Noosa: 07 54499600 Sunshine Coast: 07 5329 3190 D REYNOLI 9072 LOCAL AUTHORITY — NOOSA SHIRE COUNCIL
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL —- HORIZDATUM GDAQ4/ MGA 256 a Sheet Revision
‘igsued For Construction’ in the | A _| 24.03.20 | OPW SUBMISSION LD [email protected] _www.todconsutting.com anes ROL APPROVAL RAL 19/0018 VERT DATUM —AHD lal dll! 30f 16 A
revision description. Rev | Date _| Revision Description | Drawn ABN 39 126 805 336 24.03.20 | OPW APPROVAL RL DATUM [MEASUREMENT BAR -INCRENENTS Nm 0
7
Section 4
1.53 H
LOT 6
CORDWOOD DRIVE
Gravel
driveway
a
LOT 12
1.52 H
LOT 11
1.50 H
a
a
Back of
kerb
1.50 H
LOT 7
ROAD 2
LOT 13
a
1.53 H
a
EXISTING MOUND TO BE LEVELLED
EXISTING DEPRESSIONS
1.53 H
LOT 5
EXTEND EXISTING DAM (DEPTH 1.0-1.5m)
a
EXISTING DAM TO BE RETAINED
LOT 16
4.07 H
a
2.42 H
LOT 8
LOT 14
1.52 H
a
a
TRA
NSIT
ION
EXISTING DAM TO BE RETAINED
EXISTING WATERHOLE TO BE RETAINED
LOT 10
1.52 H
1.50 H
LOT 4
a
a
1.74 H
LOT 9
LOT 15
1.53 H
a
a
EXISTING DAM TO BE FILLED IN
LAK
E MAC
1.52 H
LOT 2
DON
ALD
DRI
1.52 H
LOT 3
a
VE
a
1.53 H
LOT 1
a
LEGEND ROAD
1
EXISTING CONTOURS : 1m INTERVALS Edge of Bitumen
FINISHED CONTOURS : 1m INTERVALS
Linemarking
C/L Linemarking
PROPOSED KERB FACE
D:\JF\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
Linemarking
Edge of Bitumen
PROPOSED BUILDING PADS (20m x 15m)
Gravel
DEVELOPMENT BOUNDARY
driveway
Grave
PROPOSED LOT BOUNDARY
l drivew
ay
EASEMENT BOUNDARY EARTHWORKS VOLUMES
ADJACENT BOUNDARY
CUT: 13952 m3
EARTHWORK DEPTHS (0.5m INCREMENTS)
Bitumen
FILL: 4497 m3
Driveway
CUT FILL
Gravel
drivewa
y
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR
This drawing is subject to
copyright in accordance with 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 LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
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
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 24.03.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 4 of 16 A
Section 5
141
.023
140
1.25
0
130
7.00 1.25
0 0
120
110
2.50
0
100
1.25
R10
0
k Wall
Roc
2.5
Gra
.000
00
6.75
vel
drive
way
90
0
P.Pole
6.00
76548
Telecomms
Cable Pit
0
7.50
0
360 00
15.0
7
80
68
y
drivewa
Gravel
340
180
41
50 7.5
TC 348.
5
6.7 00
55
200
96.0
0
Bitum
en Drive
7
way
3
38
6
319 320
CT 331.
17.0
.438
0
CT 1
B 16 40 70
TC
.900
6
.72
220
24
152
0.2 R10.000
TC
15.
308
000
0.574
4
TC
300
T
400 C
000
25
00 6.0
15.
CT
6.0 00
0
31.0
TC 30
0.00
1 60
CT 27 280
240
6.0
7.942
00 2.5
000
TC 2
6. C 00
260
140
000
15.
CT 415.111
DRIVEWAY ACCESS. 0
D1
000
15.
REFER DRGS C1204 & C1205 C 60 1.2 50
A
420 0 50
RO
R20 FOR SURFACE TREATMENT (TYP) X2
.000 .000 7.0
R20 00
4.0 EASEMENT 4.0 EASEMENT 40
2 00 2.5
EMT
EMT
RP BDY
RP BDY
00
B VARIES VARIES The text continues on section 6.