Original source · versioned page text
20506-C01[A]-C07[A] - full set
31 FLOODED GUM PLACE BLACK MOUNTAIN CIVIL ENGINEERING DRAWINGS for ANDREW JENSEN LOCATION OF WORKS LOCALITY PLAN DRAWING SCHEDULE NOT TO SCALE DRAWING NO. REVISION DESCRIPTION 20506 - C01 A COVER SHEET, LOCALITY PLAN AND DRAWING SCHEDULE 20506 - C02 A GENERAL NOTES 20506- C03 A EARTHWORKS LAYOUT PLAN DIAL BEFORE 20506 - C04 A EARTHWORKS SECTIONS Personal Protective Equipment YOU DIG 20506 - C05 A ROADWORKS AND STORMWATER LAYOUT PLAN www.1100.com.au HEAD 20506 - C06 A LONGITUDINAL SECTION - DRIVEWAY IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT EYES THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE EARS EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. 20506 - C07 A EROSION AND SEDIMENT CONTROL PLAN BODY SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY HANDS FEET TELECOMMUNICATIONS ENERGY SERVICE PROVIDERS SAFETY OFFICER Manual of Uniform Traffic Control Devices elstra SERVICE PROVIDERS AGL AUSTRALIA North DI00: SERVICE LOCATIONS ' yes' ERGON. Telstra visionstream ENERGY energex 54409114 / 0421097484 It is the responsibility of the Foreman to WARNING: OPTIC FIBRE OPTUS origin South DI00: NOTE: ALL SIGNS & LINE MARKING TO BE IN contact the relevant service authorities EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED 54995127 / 0409729457 ACCORDANCE WITH THE MANUAL OF to ascertain the exact location of VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD services prior to construction. BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES. SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS. COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size This drawing is subject to M.K.P. D.R copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified 31 FLOODED GUM PLACE COVER SHEET, LOCALITY AS SHOWN A1 agreement between Tod ASSOCIATES BLACK MOUNTAIN Consulting pty ltd (tc) and tc's client. This drawing shall only be SURVEYORS & PLANNERS M.K.P. D.R PLAN AND DRAWING Drawing Number used for this specific project. 12 MAPLE STREET Approved D. REYNOLDS RPEQ No 9072 RDP: SHIRE: PARISH: SCHEDULE 20506 - C01 Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL This drawing shall not be used COOROY, QLD 4563 COUNTY: Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM APPROX: A 03.03.20 ISSUED FOR APPROVAL M.K.P. 'issued for construction' in the revision description. Rev Date Revision Description Drawn [email protected] www.todconsulting.com ABN 39 128 805 336 03.03.20 ROL APPROVAL: OPW APPROVAL: VERT DATUM: AHD PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm 1 of 7 A
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Full text of pages 2 to 6 (of 7)
Page 2
GENERAL NOTES TOPSOIL:
1. DO NOT SCALE DRAWINGS. 7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY STORMWATER DRAINAGE
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. ROOT AFFECTED AREAS MUST BE REMOVED. GENERAL
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE 8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
CLARIFICATION OF THE DISCREPANCY. DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. DRAWING IPWEAQ DS-0030 (TYPE 2).
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. SUBSOILS: 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT 9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE STANDARD DRAWING IPWEAQ DS-019.
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. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
AND THE SUPERINTENDENT. WITH STANDARD DRAWING IPWEAQ DS-020.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN SUBGRADES: 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE STRUCTURES.
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE 10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM FULLY LADEN WATER TRUCK (MIN. 20
TONNE) AND ANY SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. 6. ALL PIPE PENETRATIONS WILL BE FLUSH AND NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
REQUIREMENTS THEREOF.
11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION.
ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE.
12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
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 TRENCHES AND STRUCTURES.
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. DEFORMATION UNDER PROOF-ROLLING. 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. THIS INSPECTION. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
● CONSTRUCTION PRE-START MEETING
STOCKPILE MANAGEMENT: 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
● SET OUT
CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
● DEMOLITION 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A
CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
● SUBGRADE PROOF-ROLLS GUTTER, DRAIN OR WATER BODY, SUCH AS:
PARTIES.
● PRE-SEAL PROOF-ROLLS ● ON A ROAD PAVEMENT;
● CONCRETE PRE-POURS ● WITHIN AN OVERLAND FLOW PATH; 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
● FINAL INSPECTION ● ADJACENT TO STREAM BANKS. BLOCKAGES.
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 13. CONTRACTOR TO ENSURE STOCKPILES ARE ADEQUATELY STABILISED. LONG TERM STOCKPILES CAN BE COVERED
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF WITH MULCH OR TEMPORARY VEGETATION (GRASS). SUBSOIL DRAINAGE
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. 14. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
SITE REHABILITATION:
16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
SURVEY 15. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE
17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY MAX WATTERSON AND ASSOCIATES. COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 16. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. MINIMUM DEPTH OF 300mm.
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND 17. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS.
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. 18. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
EXISTING SERVICES EROSION & SEDIMENT CONTROL
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL OBJECTIVES:
BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. MAINTENANCE PERIOD.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
WORKS.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE MANAGEMENT PRINCIPLES:
APPROPRIATE AUTHORITIES.
4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA).
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. THE BASIC PRINCIPLES ARE TO:
● MINIMISE THE AREA OF DISTURBANCE;
CLEARING, GRUBBING AND DISPOSAL ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
● MINIMISE EROSION;
1. CLEARING SHALL NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT ● MINIMISE SEDIMENTATION;
CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
CONTROL MEASURES.
· RELEVANT DECISION NOTICE CONDITIONS.
2. CLEARING SHALL 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
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. AS:
6. A SPOTTER-CATCHER SHALL BE PRESENT DURING ALL CLEARING OPERATIONS. ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
● REQUIRED WATER QUALITY OBJECTIVES;
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL.
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
LOCAL AUTHORITY. ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN ● RELEVANT DECISION NOTICE CONDITIONS.
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).
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. 7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE ● AT LEAST DAILY WHEN RAIN IS OCCURRING;
UNDERTAKEN IN ACCORDANCE WITH AS3798, COMPACTION TO LEVEL 1 STANDARD, THE DRAWINGS, SPECIFICATIONS, ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
CURRENT RELEVANT AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
THE LOCAL AUTHORITY AND THE ENGINEER. ● WITHIN 18 HOURS OF A RAINFALL EVENT.
3. STOCKPILES SHALL BE PROPERLY STABILISED. 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
4. EARTHWORKS SHALL AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES.
9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF
EARTHWORKS. 10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
6. EARTHWORKS SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
ACTIONS TAKEN.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE GENERAL NOTES AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's ASSOCIATES BLACK MOUNTAIN
M.K.P. D.R Drawing Number
client. This drawing shall only be SURVEYORS & PLANNERS
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
20506 - C02
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used COOROY, QLD 4563 COUNTY:
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM APPROX:
A 03.03.20 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.03.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
2 of 7 A
Page 3
E
E
PLAC
T
13
SP161828
GUM
E
T
T REMOVE EXISTING
TREE LEGEND
DED
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PROPERTY BOUNDARY
FLOO
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BUILDING ENVELOPE LINE
VELO
T
SW
13 EXISTING CONTOUR
N
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ING E
148
15
2.0
130.0
76.0 FINISHED CONTOUR
15
SW E 28.0128.0
BUILD
.0 EXISTING KERB
150
132.0
.0
2.0
1
SW SW EXISTING STORMWATER LINES
150
15
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.0
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129
148
130
.0
T T EXISTING TELSTRA
.0
1 IN 2 MAX W W EXISTING WATER MAIN
151
0
E
132.
BATTER BOULDER WALL
152.0
130.0
132.0
EARTHWORKS DEPTHS (0.25m INCREMENTS)
148.0
154.0
136.0
CUT FILL
E
149.0
133.0
134.0
138.0
REMOVE EXISTING
135.0
TREE
154.0
150.0
E
132.0
136.0
4
140.0
137.0
153.0
RP198920
134.0
B
138.0
C04
142.0
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146.0
151.0
136.0
144.0
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140.0
152.0
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0
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.
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130
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1 IN 2 MAX
IVE
0
144.0
BATTER
143.
WA
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140.0
150.0
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146.0
142.0
NOTE:
153.0
147.0
.0
EXISTING ELECTRICITY, COMMUNICATIONS AND
.0
44
146
1
STORMWATER HAVE BEEN PLOTED FROM DBYD DATA.
.0
0
5
151.
14
0
144.
152.0
9.0
14
.0
144.0
148
146.0
0.0
15
.0
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4.0
15
4.0
15
BOULDER WALL
151.0
.0
148.0
152
2.0 GEOFABRIC
0
15
.
150
1 IN 2 MAX PROPOSED BOULDER RETAINING DRAINAGE LAYER
BATTER WALL. (APPROX 1.0m HIGH) AND AGG PIPE
.0
149.0
148
0.0
15
1 TYPICAL BOULDER WALL SECTION
2.0
RP185213
15
SCALE 1:20
1.0
15
0
1 50.
.0
150
EL
O PE NOTE:
ENV
.0 ALL EARTHWORKS SHALL BE COMPLETED IN ACCORDANCE
D ING 152
UI L
B WITH TECHTONIC GEOTECHNICAL AND ENVIRONMENTAL
ENGINEERS REPORT 20013-001-Rev0 DATED 4 FEB 2020.
0 0.4 0.8 1.2m 0 5 10 15m
Scale 1:20 @A1 Scale 1:250 @A1
Scale 1:500 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE EARTHWORKS LAYOUT AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's ASSOCIATES BLACK MOUNTAIN PLAN
M.K.P. D.R Drawing Number
client. This drawing shall only be SURVEYORS & PLANNERS
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
20506 - C03
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used COOROY, QLD 4563 COUNTY:
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM APPROX:
A 03.03.20 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.03.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
3 of 7 A
Page 4
1.0 0.5
BULK EARTHWORKS SURFACE
2
1 IN 1 IN NATURAL SURFACE
2
CUT-OFF DRAIN. (TURF LINED)
0.3m DEEP WITH 1 IN 2 MAX.
2 MAX BATTERS.
1 IN
PROPOSED BOULDER RETAINING
WALL. (APPROX 1.0m HIGH)
SECTION B
C03
BULK EARTHWORKS SURFACE
3.0 MIN.
2 MAX
1 IN
NATURAL SURFACE
ROCK LINED SWALE
D50=150mm
SECTION A
C03
0 2 4 6m
Scale 1:100 @A1
Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE EARTHWORKS SECTIONS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's ASSOCIATES BLACK MOUNTAIN
M.K.P. D.R Drawing Number
client. This drawing shall only be SURVEYORS & PLANNERS
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
20506 - C04
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used COOROY, QLD 4563 COUNTY:
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM APPROX:
A 03.03.20 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.03.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
4 of 7 A
Page 5
E
E
PLAC
T
13
SP161828
GUM
CUT-OFF DRAIN. (TURF LINED)
E
0.3m DEEP WITH 1 IN 2 MAX.
T
T BATTERS.
DED LEGEND
E
FLOO
PE
RESIDENTIAL DRIVEWAY IN
PROPERTY BOUNDARY
VELO
ACCORDANCE WITH IPWEA
T
SW
STD DRG RS-049 BUILDING ENVELOPE LINE
N
.0
SW
0.0
E
ING E
148
15
2.0
130.0
13 EXISTING CONTOUR
15
SW E 28.0128.0
BUILD
.0 76.0 FINISHED CONTOUR
150
00
132.0
.0
2.0
1
150
EXISTING KERB
15
300 DIA. PVC
.0
.0
SW SW EXISTING STORMWATER LINES
129
148
U/S IL.131.70
E E
.0 EXISTING TELSTRA
130
D/S IL.131.21
.0
T T EXISTING TELSTRA
151
0
ROCK LINED SWALE
E
132.
D50=150mm CONTROL LINE
152.0
130.0
PROPOSED STORMWATER
20 132.0
148.0
PROPOSED RETAINING WALL
154.0
3.0m MIN. WIDTH DRIVEWAY
136.0
E
149.0
DRIVEWAY PAVEMENT
133.0
2 COAT SEAL
134.0
138.0
14mm AGG FIRST COAT (SPRAY RATE 1.5L/m2)
135.0
154.0
7mm AGG FIRST COAT (SPRAY RATE 1.1L/m2)
150.0
E
132.0
150mm TOP COURSE LAYER TYPE 2.3
136.0
300 DIA. PVC
4 100mm SUB BASE COURSE LAYER TYPE 2.4
U/S IL.139.68
140.0
137.0
153.0
D50=200mm DIA. ROCK PLACED ON RP198920
134.0
BIDIM A44 GEOFABRIC. (400mm D/S IL.139.31
138.0
142.0
E
THICKNESS) (2.0m LONG) 40
ROCK LINED SWALE
D50=150mm
146.0
151.0
136.0
144.0
E
140.0
152.0
142.0
138.0
250 DIA. PVC
U/S IL.146.14
0
E
60
.
DR D/S IL.145.33
130
149.0
IVE
0
144.0
143.
WA
E
D50=200mm DIA. ROCK PLACED ON Y
140.0
150.0
BIDIM A44 GEOFABRIC. (400mm
146.0
THICKNESS) (2.0m LONG)
142.0
153.0
147.0
80
.0
.0
44
146
1
ROCK LINED SWALE
.0
0
5
D50=150mm
151.
14
0
NOTE:
144.
152.0
EXISTING ELECTRICITY, COMMUNICATIONS AND 9.0
14
.0
STORMWATER HAVE BEEN PLOTED FROM DBYD DATA.
0
144.0
148
D50=200mm DIA. ROCK PLACED ON
10
BIDIM A44 GEOFABRIC. (400mm
146.0
THICKNESS) (2.0m LONG) 0.0
15
.0
147
4.0
15
4.0
15
12 151.0
.0
148.0
152
2.0
0
15
.
150
0
.0
149.0
148
8
6.21
12
CUT-OFF DRAIN. (TURF LINED)
0.3m DEEP WITH 1 IN 2 MAX.
0.0
15
BATTERS.
1
2.0
RP185213
15
1.0
15
.0
150
.0
150
O PE
EL
ENV
.0
D ING 152
BUIL
0 5 10 15m
Scale 1:250 @A1
Scale 1:500 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE ROADWORKS AND AS SHOWN A1
agreement between Tod
ASSOCIATES BLACK MOUNTAIN
Consulting pty ltd (tc) and tc's
client. This drawing shall only be SURVEYORS & PLANNERS
M.K.P. D.R STORMWATER LAYOUT Drawing Number
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
PLAN 20506 - C05
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used COOROY, QLD 4563 COUNTY:
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM APPROX:
A 03.03.20 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.03.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
5 of 7 A
Page 6
NATURAL SURFACE
DESIGN SURFACE
CH.123.550 RL.151.495
IP CH.117.550 RL.151.370
CH.111.550 RL.150.300
CH.107.648 RL.149.604
IP CH.102.648 RL.148.712
CH.97.648 RL.147.651
IP CH.90.000 RL.146.028
FLOODED GUM PLACE
CH.69.298 RL.141.834
IP CH.59.298 RL.139.808
PROP. BDY
CH.49.298 RL.137.570
CH.35.000 RL.134.370
IP CH.30.000 RL.133.251
CH.25.000 RL.132.045
IP CH.20.000 RL.130.839
CH.15.000 RL.129.706
CH.9.853 RL.128.541
IP CH.6.853 RL.127.861
CH.3.853 RL.127.471
CH.3.477 RL.127.422
IP CH.2.477 RL.127.292
Horiz Curve Data R20m R20m R-20m R100m R100m
Vertical Geometry Grade (%) 2% 13.01% 22.65% 24.12% 22.38% 20.26% 21.22% 17.84% 2.08%
Vertical Grade Length (m) 1.000m 4.377m 13.147m 10.000m 29.298m 30.702m 12.648m 14.902m 8.669m
Vertical Curve Length (m) 2m VC 6m VC 10m VC 10m VC 20m VC 10m VC 12m VC
Vertical Curve Radius (m) 18m 62m 682m 576m 942m 296m 76m
DATUM R.L.94.000
127.272
127.332
127.474
127.538
128.064
128.134
128.653
128.971
129.947
130.161
130.818
131.081
132.227
132.861
133.334
134.487
135.554
137.403
137.562
138.797
139.662
139.813
141.736
143.780
144.344
145.700
147.053
147.443
147.868
148.427
148.523
149.021
149.786
150.102
150.864
151.502
NATURAL SURFACE
LEVELS
-0.012
-0.052
-0.067
-0.131
-0.130
-0.113
-0.164
-0.240
-0.250
-0.203
-0.224
-0.182
-0.109
-0.105
-0.117
-0.065
0.000
0.001
0.007
0.050
0.093
0.091
0.097
0.222
0.234
0.328
0.597
0.698
0.802
1.041
1.080
1.279
1.347
1.236
0.630
0.048
CUT / FILL DEPTH
127.272
127.319
127.422
127.471
127.933
128.004
128.541
128.807
129.706
129.912
130.615
130.857
132.045
132.752
133.229
134.370
135.489
137.405
137.570
138.847
139.755
139.904
141.834
144.002
144.577
146.028
147.651
148.140
148.669
149.468
149.604
150.300
151.134
151.338
151.495
151.550
DESIGN SURFACE
LEVELS
100.000
102.648
106.892
107.648
111.550
117.550
120.000
123.550
126.218
11.029
15.000
15.903
18.959
20.000
25.000
27.964
30.000
35.000
40.000
48.560
49.298
55.086
59.298
60.000
69.298
80.000
82.840
90.000
97.648
CHAINAGE
0.000
1.497
2.477
3.477
3.853
6.853
7.241
9.853
LONGITUDINAL SECTION - DRIVEWAY
SCALE 1 : 250 Horiz. 0 5 10 15m 0 5 10 15m
HORIZ: VERT:
1 : 250 Vert.
Scale 1:250 @A1 Scale 1:250 @A1
Scale 1:500 @A3 Scale 1:500 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE LONGITUDINAL SECTION AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's ASSOCIATES BLACK MOUNTAIN DRIVEWAY
M.K.P. D.R Drawing Number
client. This drawing shall only be SURVEYORS & PLANNERS
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
20506 - C06
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used COOROY, QLD 4563 COUNTY:
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM APPROX:
A 03.03.20 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.03.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
6 of 7 A
The text continues on page 7.