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Approved Plans OPW20-0092 · OPW20/0092
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NOOSA COUNCIL
APPROVED PLAN
OPW20/0092 2 NOV 2020
38 AVOCET PARADE
PEREGIAN BEACH
CIVIL ENGINEERING DRAWINGS
for RG STRATEGIC
DRAWING SCHEDULE
DRAWING NO. REVISION DESCRIPTION
20538 - C01 C COVER SHEET, LOCALITY PLAN & DRAWING SCHEDULE
20538 - C02 B GENERAL NOTES
20538 - C03 B ROAD ALIGNMENT SETOUT PLAN AND TABLE
20538 - C04 B EARTHWORKS LAYOUT PLAN
20538 - C05 C ROADWORKS AND STORMWATER LAYOUT PLAN
20538 - C06 B PAVEMENT DESIGN AND TYPICAL DETAILS
20538 - C07 B LONGITUDINAL AND CROSS SECTIONS - AVOCET PARADE
20538 - C08 D STORMWATER DRAINAGE LONGITUDINAL SECTIONS
20538 - C09 B STORMWATER DRAINAGE CATCHMENT PLAN
LOCATION OF
20538 - C10 B STORMWATER DRAINAGE CALCULATIONS
WORKS
20538 - C11 B EROSION AND SEDIMENT CONTROL PLAN
20538 - C12 A WATER RETICULATION LAYOUT PLAN
STANDARD DRAWINGS
DRAWING NO. REVISION DESCRIPTION
IPWEA RS-065 F PATHWAYS CONCRETE PATHWAY CONSTRUCTION DETAILS
IPWEA RS-080 E KERB AND CHANNEL PROFILES AND DIMENSIONS INCLUDING EDGE
RESTRAINTS, MEDIAN & CHANNEL
IPWEA RS-090 F KERB RAMPS RAMPED PEDESTRIAN CROSSINGS
IPWEA RS-131 D ROAD FURNITURE TRAFFIC SIGN INSTALLATION DETAILS
IPWEA RS-140 F SUBSOIL DRAINS DETAILS AND LOCATIONS
IPWEA RS-142 F SUBSOIL DRAINS ACCESS POINTS
LOCALITY PLAN IPWEA RS-170 F PAVEMENT EXTENSION TRENCHING AND WIDENING
NOT TO SCALE
IPWEA DS-010 D ACCESS CHAMBER STORMWATER DETAILS Ø1050 TO Ø2100
IPWEA DS-030 C EXCAVATION, BEDDING & BACKFILLING STORMWATER DRAINAGE PIPES
PROPERTY DESCRIPTION
LOT 270 ON P93113 IPWEA DS-040 D SEDIMENT FENCE, ENTRY/EXIT SEDIMENT TRAP
Personal Protective PSM. 442789 IPWEA DS-050 D FIELD INLET TYPE 1 AND TYPE 2
Equipment
BEFORE YOU DIG IPWEA DS-062 C DRAINAGE PITS KERB INLET GRATE AND FRAME
HEAD
EYES IPWEA DS-063 C DRAINAGE PITS KERB INLET - LIP IN LINE GENERAL ARRANGEMENT
EARS
BODY TMR 1304 F CONSTRUCTION OF R.C. WINGWALLS AND ENDWALLS
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. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE COVER SHEET, LOCALITY AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH PLAN & DRAWING SCHEDULE Drawing Number
D 02.09.20 DRAWING SCHEDULE UPDATED M.K.P.
used for this specific project.
C 17.08.20 DRAWING SCHEDULE UPDATED M.K.P.
CENTRE Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
20538 - C01
Noosa: 07 5449 9600
This drawing shall not be used B 22.05.20 ISSUED FOR OPW APPROVAL M.K.P. 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 21.05.20 ISSUED FOR CLIENT COMMENT M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 17.08.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
1 of 11 D
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Section 2
GENERAL NOTES 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
1. DO NOT SCALE DRAWINGS. TOPSOIL: ACTIONS TAKEN.
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. 7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE ROOT AFFECTED AREAS MUST BE REMOVED. EXISTING PAVEMENT:
CLARIFICATION OF THE DISCREPANCY. 8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR 6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS PER
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. PROCEDURE.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT SUBSOILS: 7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY APPLICATION OF SEAL.
9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE
AND THE SUPERINTENDENT. THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. 8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN WITH A MINIMUM THICKNESS OF 100mm.
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE 9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE SUBGRADES: AFFECTED AREA.
REQUIREMENTS THEREOF. 10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM FULLY LADEN WATER TRUCK (MIN. 20
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. TONNE) AND ANY SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL.
THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A MINIMUM FULLY STORMWATER DRAINAGE
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. LADEN WATER TRUCK (MIN. 20 TONNE), PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL GENERAL
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF EXHIBIT NO VISIBLE SIGNS OF DEFORMATION UNDER PROOF ROLLING. 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE DRAWING IPWEAQ DS-0030 (TYPE 2).
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. 12. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; THIS INSPECTION. STANDARD DRAWING IPWEAQ DS-019.
● CONSTRUCTION PRE-START MEETING
4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
● SET OUT
STOCKPILE MANAGEMENT: WITH STANDARD DRAWING IPWEAQ DS-020.
● DEMOLITION
● SUBGRADE PROOF-ROLLS 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
● PRE-SEAL PROOF-ROLLS GUTTER, DRAIN OR WATER BODY, SUCH AS: STRUCTURES.
● CONCRETE PRE-POURS ● ON A ROAD PAVEMENT; 6. ALL PIPE PENETRATIONS WILL BE FLUSH AND NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
● FINAL INSPECTION ● WITHIN AN OVERLAND FLOW PATH;
7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
● ADDITIONAL HOLD POINT INSPECTIONS MAY BE REQUIRED (TO BE DETERMINED) ● ADJACENT TO STREAM BANKS.
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
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
8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF WITH MULCH OR TEMPORARY VEGETATION (GRASS).
TRENCHES AND STRUCTURES.
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. 14. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
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.
FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
SITE REHABILITATION: STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
SURVEY 15. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY SKYLINE SURVEYS. COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
16. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).
MINIMUM DEPTH OF 300mm. PARTIES.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
17. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND BLOCKAGES.
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. 18. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
SUBSOIL DRAINAGE
EXISTING SERVICES EROSION & SEDIMENT CONTROL
13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL OBJECTIVES:
14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
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
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. SITE SPECIFIC CONSTRUCTION ESC 15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. DRAWINGS TO BE UNDERTAKEN BY CPESC IN ACCORDANCE WITH ACEA REQUIREMENTS. 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
MAINTENANCE PERIOD.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING
WORKS. 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
APPROPRIATE AUTHORITIES. MANAGEMENT PRINCIPLES:
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE 4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA).
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;
1. CLEARING SHALL NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT ● MINIMISE EROSION;
CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE ● MINIMISE SEDIMENTATION;
CONTROL MEASURES. ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
2. CLEARING SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. · RELEVANT DECISION NOTICE CONDITIONS.
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED.
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. CONSTRUCTION PRE-START MEETING:
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. 5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH
AS:
6. A SPOTTER-CATCHER SHALL BE PRESENT DURING ALL CLEARING OPERATIONS.
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE ● REQUIRED WATER QUALITY OBJECTIVES;
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;
● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. ● RELEVANT DECISION NOTICE CONDITIONS.
EARTHWORKS / EXCAVATION SITE INSPECTION AND MONITORING:
GENERAL: 6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF
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 MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN
● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE
● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
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
4. EARTHWORKS SHALL AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
EARTHWORKS. -
10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
6. EARTHWORKS SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS. NOOSA COUNCIL
APPROVED PLAN
OPW20/0092 2 NOV 2020
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE GENERAL NOTES AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH Drawing Number
used for this specific project. CENTRE Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
20538 - C02
Noosa: 07 5449 9600
This drawing shall not be used B 22.05.20 ISSUED FOR OPW APPROVAL M.K.P. 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 21.05.20 ISSUED FOR CLIENT COMMENT M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 22.05.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
2 of 11 B
Section 3
SW
-
NOOSA COUNCIL
S
T
W
SW
APPROVED PLAN 1
SP231606 N
OPW20/0092 2 NOV 2020
S
SW
T
W
N
30
SW
S
TOW 12.10 N
T
W
BOW 10.10
CP
LEGEND
SW
SP261199 HT=2.00
S
T
AVOCET PARA
II N
76.0 NATURAL CONTOUR II II
II II
II
SW
76.0 DESIGN CONTOUR II WM
II II
T
W
PROPERTY BOUNDARY II
10.8
II N
S
II II
9.6
II
EASEMENT BOUNDARY II II
SW
II
11
.0
EXISTING BITUMEN EDGE EX.14.99 10
.4
N
12.
T
W
EXISTING GRAVEL EDGE
DE
0
S
II
13.
SW
EXISTING KERB
0
14.8
EXISTING STORMWATER LINES N
T
14.4
EXISTING OVERHEAD POWER LINES/POLE
W
S
S
II
SW
CP
11.2
EXISTING TELSTRA BEL.14.20
E E EXISTING ELECTRICITY
SP261199 20 N
EXISTING WATER MAIN TOW 12.72
T
SW
W
II
EXISTING RETAINING
S
EXISTING SEWER MAIN BOW 10.60
WALL TO REMAIN Fence minimum
15.2
HT=2.12 N
KERB AND CHANNEL 1.5m from driveway
FL.14.64
SW
CONTROL LINE
II
TOW 12.175
W
TOW 15.30
S
T BOW 10.60 N
CONCRETE SLEEPER WALL BOW 14.49
TOW 13.45 HT=1.575
10
REFER DETAIL BELOW HT=0.81
.0
SW
BOW 11.20
10.0
1.6 WALL HEIGHT (MAXIMUM HEIGHT PER SEGMENT) FL.14.04
T
II
HT=2.25 N
W
S
HOUSE PAD EXISTING WATER AND
Low wall max 0.4m high for 1.5m 10.4 TELSTRA TO BE LOCATED
SW
77.65 HOUSE PAD BULK EARTHWORKS LEVEL BEL.14.49
TOW 15.88 from driveway with planting behind AND LEVELLED PRIOR TO
15.6
EARTHWORKS DEPTHS (0.5m INCREMENTS) N
T
START OF CONSTRUCTION
II
BOW 14.49
W
10.8
FL.13.45
S
CUT FILL HT=1.39
SW
EX.15.88
EXISTING TREE N
15.0
II
T
10
W
SW
15.2
S
TOW 13.45
16.0
EXISTING TREE TO BE REMOVED DEMOLISH ANDN REMOVE
BOW 11.20
EXISTING FEATURE WALL
11.211.6
II
HT=2.25 N
T
SW
N
12.0
FL BUILDING FLOOR LEVEL
W
N
S
BEL BULK EARTHWORKS LEVEL N N
15.0
N
N
10.8
SSL STRUCTURAL SLAB LEVEL
II
14.0
SW
TOW 12.51 N
T
BOW 11.15
10.4
W
16.4
S
BEL.13.89 SSL.12.61 HT=1.36
NOTES: BEL.14.49 SSL.14.64 BEL.13.25 BEL.12.46 N
SW
II
1. REFER TO THE ARCHITECTURAL DRAWINGS FOR DEMOLISH AND REMOVE
BEL.14.49
T
DEMOLITION WORKS. 12.4 EXISTING DRIVEWAY
12.4
14.0
W
S
2. ALL RETAINING WALL LOCATIONS AND LEVELS SHALL BE SSL.12.51
N
SW
IN ACCORDANCE WITH THE ARCHITECTS DRAWINGS 272 BEL.12.36
13.0
II
12.0
14.8
UNESS NOTED ON THIS PLAN. P93113 11.2
13.2 12.8 S
3. REFER TO THE STRUCTURAL DRAWINGS FOR RETAINING
13.6
W
WALL DESIGNS. 14.0
S
N
SW
TOW 17.00
T
14.4
16.0
16.8
II
BOW 14.49 15.6 14.0
HT=2.51
TOW 12.51 00
BOW 11.15
HT=1.36 N
SW
W
EX.17.08
S
T
II
CP
GTP322
EXISTING O/H ELECTRICITY TO BE N
SW
MODIFIED TO SUIT NEW WORKS. REFER
W
S
ELECTRICAL DRAWINGS FOR DETAILS.
T
N
SW
W
S
EARTHWORKS: - CUT VOLUME = 268 m3
FILL VOLUME = 9 m3
NOTES: -
1) STRIPPING NOT ALLOWED
0 2 4 6m
2) COMPACTION FACTORS NOT ALLOWED
3) SUBJECT TO ROAD PAVEMENT DESIGN
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. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE EARTHWORKS LAYOUT AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH PLAN Drawing Number
used for this specific project. CENTRE Approved
B. DOWNES
RPEQ Section 4
No
14873
RDP: PARISH:
COUNTY:
20538 - C04
Noosa: 07 5449 9600
This drawing shall not be used B 22.05.20 ISSUED FOR OPW APPROVAL M.K.P. 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 21.05.20 ISSUED FOR CLIENT COMMENT M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 22.05.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
4 of 11 B
Section 5
SW
S
EXISTING STORMWATER
T
W
PIPE TO BE LOCATED AND
SW
1 LEVELLED PRIOR TO START
SP231606 OF CONSTRUCTION N
REMOVE EXISTING
S
INTERALLOTMENT DRAINAGE
SW
AND KERB ADAPTORS
T
W
N
30
SW
S
JOIN NEATLY TO
LEGEND EXISTING DRIVEWAY N
T
W
MH7/5
PROPERTY BOUNDARY CP
FI5/5
SW
SP261199 FI4/5
S
REMOVE AND REINSTATE EXISTING T
EASEMENT BOUNDARY
AVOCET PARA
N
0.60
II II
RETAINING WALL TO ALLOW II
76.0 FINISHED CONTOUR STORMWATER CONSTRUCTION II II 225Ø
II
SW
FI3/5 WM
II II 0Ø
EXISTING BITUMEN EDGE II 30
T
//// 225Ø
W
II II N
S
EXISTING KERB II 225Ø
F2/5 II II G6/5
SW SW EXISTING STORMWATER LINES II II
SW
II
/\/ /\/ EXISTING OVERHEAD POWER LINES/POLE 225Ø E1/1 10
.4
N
T
FI1/5
W
DE
EXISTING TELSTRA
S
T T
100 AC
E1/6
II
SW
9.6
E E EXISTING ELECTRICITY
225Ø
W W EXISTING WATER MAIN N
150Ø STUB FOR
T
225Ø STUB FOR
W
S S EXISTING SEWER MAIN S
S
II
HYDRAULICS
SW
CP HYDRAULICS
11.2
150 PVC-U S
CONTROL LINE SP261199 CONNECTION CONNECTION 20
300 DIA. SW
150Ø STUB FOR N
KERB AND CHANNEL
HYDRAULICS
E1/2
T
PROPOSED STORMWATER
W
CONNECTION
II
PROPOSED GULLY PIT F3/3 N
PROPOSED TRENCH GRATE ET
225Ø
FL.14.64 RL.11.20 ET ET ET
SW
PROPOSED FIELD INLET RL.10.78
II
W
S
EJ
T N
SJ
ET
SJ
ET
PROPOSED MANHOLE
10.8
SJ
FOR CONCRETE SJ FI2/3
PROPOSED RETAINING WALL SJ
SW
FL.14.04 PAVEMENT DETAILS SJ RL.10.75
T
15
BUILDING WORKS
II
REFER SHEET C06 N
W
SJ
0Ø
REFER STRUCTURAL DRAWINGS FOR DETAILS
S
EXISTING WATER AND
ET
EJ
SJ
ROAD PAVEMENT TELSTRA TO BE LOCATED
SW
15.2
RL.10.49
ET
REFER DETAILS ON SHEET C06 EJ AND LEVELLED PRIOR TO
15.6
10.4
EJ
10.0
N
T
EJ
11.2
EJ START OF CONSTRUCTION
II
SJ
DRIVEWAY
W
FL.13.45
S
REFER IPWEA STD DRG No. RS-051 TG1/3
4.5%
SW
EJ
TG
SJ
CONCRETE PAVEMENT
14.8
N
ET
150mm THICK WITH SL92 MESH ON 30mm SAND BEDDING SJ
SJ
II
14.0
T
SJ
10
W
SJ
SW
S
EXISTING TREE
TG
Ø
N
SJ
225
EJ
RL.10.69
SJ
FL BUILDING FLOOR LEVEL
II
N
ET
RL.10.75
T
111212
SW
N
.6.0.4
W
.8
E T N
10
S
ET ET N
RL.11.20 ET N
N
N
II
SW
N
T
W
16.4
S
BIN
WASH N
10.4
SW
II
DOWN
T
AREA
W
S
N
SW
272 E1/4
II
P93113 13. 11.2
TYPICAL MANHOLE SETOUT 13.6
2 12.8 S
W
SCALE 1:50 14.0
S
N
SW
Section 6
T
14.4
14.8
16.8
II
15.6 15.2
DENOTES SETOUT POINT 16.0
STUB FOR 00
HYDRAULICS N
SW
W
CONNECTION JOIN NEATLY TO
S
T
EXISTING
II
CP
GTP322
N
SW
W
S
T
TYPICAL FIELD INLET SETOUT N
SW
SCALE 1:50
W
S
DENOTES SETOUT POINT
NOMINAL FACE OF KERB -
LIP OF CHANNEL
NOOSA COUNCIL
APPROVED PLAN
TYPICAL LIP IN LINE GULLY SETOUT OPW20/0092 2 NOV 2020
SCALE 1:50
DENOTES SETOUT POINT
NOTE 0 2 4 6m
THE CONTRACTOR IS RESPONSIBLE TO ENSURE GULLY PITS ARE
LOCATED CORRECTLY IN RELATION TO THE KERB AND CHANNEL Scale 1:100 @A1
TO COUNCIL STANDARDS Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE ROADWORKS AND AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH STORMWATER LAYOUT Drawing Number
used for this specific project.
C 17.08.20 PIPE SIZES ADDED M.K.P.
CENTRE Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
PLAN 20538 - C05
Noosa: 07 5449 9600
This drawing shall not be used B 22.05.20 ISSUED FOR OPW APPROVAL M.K.P. 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 21.05.20 ISSUED FOR CLIENT COMMENT M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 17.08.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
5 of 11 C
The text continues on section 7.
Used in these records
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