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Approved Plans - OPW20-0037
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31 FLOODED GUM PLACE APPROVED PLAN
OPW20/0037
NOOSA COUNCIL
5 MAY 2020
BLACK MOUNTAIN -
CIVIL ENGINEERING DRAWINGS
for ANDREW JENSEN
LOCATION OF
WORKS
LOCALITY PLAN DRAWING SCHEDULE
NOT TO SCALE
DRAWING NO. REVISION DESCRIPTION
20506 - C01 B 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 B 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 B 01.04.20 DRAWING SCHEDULE UPDATED M.K.P. 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 01.04.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
1 of 7 B
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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. APPROVED PLAN
OPW20/0037
NOOSA COUNCIL
5 MAY 2020
-
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
E
PROPERTY BOUNDARY
FLOO
PE
BUILDING ENVELOPE LINE
VELO
T
SW
13 EXISTING CONTOUR
N
.0
SW
0.0
E
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
.0
.0
E E EXISTING TELSTRA
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
E
*
APPROVED PLAN
146.0
151.0
136.0 OPW20/0037
144.0
E
NOOSA COUNCIL
140.0
152.0
142.0
138.0
5 MAY 2020
0
E
.
DR
130
149.0
1 IN 2 MAX -
IVE
0
144.0
BATTER
143.
WA
E
A Y
140.0
150.0
C04
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
147
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
*
APPROVED PLAN
OPW20/0037
NOOSA COUNCIL
5 MAY 2020
-
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
RP198920
134.0
D50=200mm DIA. ROCK PLACED ON D/S IL.139.31
BIDIM A44 GEOFABRIC. (400mm
138.0
142.0
E
THICKNESS) (2.0m LONG) 40
ROCK LINED SWALE
D50=150mm
146.0
151.0
CONSTRUCT ROCK BERM AT OUTLET,
136.0
144.0
5m LONG PARALLEL TO CONTOUR
E
LINE. REFER TYPICAL SECTION
140.0
152.0
142.0
138.0
250 DIA. PVC
U/S IL.146.14 *
0
E
60
APPROVED PLAN
.
DR D/S IL.145.33
130
149.0
CONSTRUCT ROCK BERM AT OUTLET, IVE
0
144.0
143.
E
5m LONG PARALLEL TO CONTOUR
LINE. REFER TYPICAL SECTION
WA
Y OPW20/0037
NOOSA COUNCIL
140.0
150.0
D50=200mm DIA. ROCK PLACED ON
146.0
5 MAY 2020
142.0
BIDIM A44 GEOFABRIC. (400mm
153.0
THICKNESS) (2.0m LONG) -
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 CONSTRUCT ROCK BERM AT OUTLET, 9.0
14
5m LONG PARALLEL TO CONTOUR
.0
STORMWATER HAVE BEEN PLOTED FROM DBYD DATA.
0
144.0
148
10
LINE. REFER TYPICAL SECTION
146.0
0.0
D50=200mm DIA. ROCK PLACED ON 15
BIDIM A44 GEOFABRIC. (400mm
.0
147
4.0
THICKNESS) (2.0m LONG)
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.
FINISHED SURFACE
0.30
LEVEL
1
2.0
RP185213
15
1.0
15
.0
X 1 IN 150
2 MA 2M
0.30
AX
1 IN
.0
150
O PE
NATURAL SURFACE EL
ENV
.0
LEVEL
D ING 152
BUIL 0 0.4 0.8 1.2m
TYPICAL ROCK BERM SECTION Scale 1:20 @A1
SCALE 1:20
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 B 01.04.20 TYPICAL ROCK BERM SECTION ADDED M.K.P. 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 01.04.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
5 of 7 B
The text continues on page 6.