Original source · versioned page text
23598_OPW Set_20240403
NOT FOR CONSTRUCTION
8 BARTLETT ROAD
NOOSAVILLE, QLD 4223
CIVIL ENGINEERING DRAWINGS
PRELIMINARY ONLY
for THE SALVATION ARMY (QUEENSLAND) PROPERTY TRUST
DRAWING SCHEDULE
DRAWING NO. REVISION DESCRIPTION
23598 - C01 A COVER SHEET, LOCALITY PLAN & DRAWING SCHEDULE
23598 - C02 A GENERAL NOTES
23598 - C03 A EARTHWORKS LAYOUT PLAN
23598 - C04 A ROADWORKS AND STORMWATER LAYOUT PLAN
23598 - C05 A PAVEMENT DESIGN AND TYPICAL DETAILS
23598 - C06 A STORMWATER DRAINAGE LONGITUDINAL SECTIONS
LOCATION OF
WORKS 23598 - C07 A STORMWATER DRAINAGE CATCHMENT PLAN
23598 - C08 A STORMWATER DRAINAGE CALCULATIONS
23598 - C09 A SEWERAGE RETICULATION LAYOUT PLAN
23598 - C10 A WATER RETICULATION LAYOUT PLAN
23598 - C11 A EROSION AND SEDIMENT CONTROL PLAN
SAFETY IS EVERYONE'S RESPONSIBILITY
THE FRAMEWORK OF THE QUEENSLAND
WORK HEALTH & SAFETY ACT MUST BE LOCALITY PLAN
ADHERED TO BY ALL PARTIES ASSOCIATED NOT TO SCALE
AUDAX AT FIDELIS
WITH ALL WORK ACTIVITIES AT THIS SITE
PROPERTY DESCRIPTION
LOT 23 ON RP888470
Personal Protective BEFORE
Equipment YOU DIG
www.byda.com.au SITE AREA = 0.202ha
HEAD
EYES IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
EARS THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
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.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD COVER SHEET AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE LOCALITY PLAN Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C01
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
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 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
1 of 11 A
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Page 2
NOT FOR CONSTRUCTION
GENERAL NOTES 8. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
1. DO NOT SCALE DRAWINGS. ROOT AFFECTED AREAS MUST BE REMOVED. ACTIONS TAKEN.
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. 9. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR
DISPOSED OF TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. EXISTING PAVEMENT:
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
CLARIFICATION OF THE DISCREPANCY. 1. 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 SUBSOILS: 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. 10. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE PROCEDURE.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. 2. 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.
AND THE SUPERINTENDENT. SUBGRADES: 3. 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.
11. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM FULLY LADEN WATER TRUCK (MIN. 20
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE TONNE) AND ANY SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. 4. 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 THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A MINIMUM FULLY AFFECTED AREA.
REQUIREMENTS THEREOF. LADEN WATER TRUCK (MIN. 20 TONNE), PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. EXHIBIT NO VISIBLE SIGNS OF DEFORMATION UNDER PROOF ROLLING. SIGNS AND LINEMARKING
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. 12. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE
PRELIMINARY ONLY
1. ALL ROAD SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. DEVICES (MUTCD), PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING 2. ALL SIGNS SHALL BE SIZE 'A' UNLESS NOTED OTHERWISE.
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND THIS INSPECTION.
3. SIGNS LOCATED WITHIN MEDIANS OR TRAFFIC ISLANDS TO BE INSTALLED USING LOC SOCKET.
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT.
4. ALL SIGN FOOTINGS TO BE CONCRETE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-130.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STOCKPILE MANAGEMENT:
● CONSTRUCTION PRE-START MEETING 5. ALL ROAD SIGNS TO BE OFFSET A MINIMUM OF 600mm FROM FACE OF KERB.
14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A
● SET OUT GUTTER, DRAIN OR WATER BODY, SUCH AS: 6. THE FINAL SIGN LOCATION IS TO BE AGREED ON SITE, TO ENSURE IT IS VISIBLE AND NOT OBSTRUCTED BY EXISTING
● DEMOLITION ● ON A ROAD PAVEMENT; INFRASTRUCTURE OR VEGETATION ETC.
● SUBGRADE PROOF-ROLLS ● WITHIN AN OVERLAND FLOW PATH; 7. ALL SIGNS SHALL BE MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH MRTS14.
● PRE-SEAL PROOF-ROLLS ● ADJACENT TO STREAM BANKS.
● CONCRETE PRE-POURS 8. STREET NAME SIGNS TO BE IN ACCORDANCE WITH IPWEAQ RS-130 AND RS-131.
● FINAL INSPECTION 15. CONTRACTOR TO ENSURE STOCKPILES ARE ADEQUATELY STABILISED. LONG TERM STOCKPILES CAN BE COVERED
● ADDITIONAL HOLD POINT INSPECTIONS MAY BE REQUIRED (TO BE DETERMINED) WITH MULCH OR TEMPORARY VEGETATION (GRASS).
STORMWATER DRAINAGE
16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT GENERAL
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. DRAWING IPWEAQ DS-0030 (TYPE 2).
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE SITE REHABILITATION: 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. STANDARD DRAWING IPWEAQ DS-019.
SURVEY 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
MINIMUM DEPTH OF 300mm. WITH STANDARD DRAWING IPWEAQ DS-020.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY SAUNDERS HAVILL GROUP SURVEYORS.
19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).
20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. STRUCTURES.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
6. ALL PIPE PENETRATIONS WILL BE FLUSH AND NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND
EROSION & SEDIMENT CONTROL 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
OBJECTIVES:
8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
EXISTING SERVICES 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE
TRENCHES AND STRUCTURES.
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. SITE SPECIFIC CONSTRUCTION ESC
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, BEFORE DRAWINGS TO BE UNDERTAKEN BY CPESC IN ACCORDANCE WITH ICEA REQUIREMENTS. 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
YOU DIG AUSTRALIA ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR MAINTENANCE PERIOD. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
4. PRIOR TO THE COMMENCEMENT OF ANY WORKS ONSITE, THE CONTRACTOR SHALL PREPARE SITE SPECIFIC CPESC
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
CERTIFIED ESC PLANS AND SUBMIT TO THE SUPERINTENDENT FOR APPROVAL.
WORKS. CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
PARTIES.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
APPROPRIATE AUTHORITIES. MANAGEMENT PRINCIPLES: 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE GENERALLY IN ACCORDANCE WITH THE 'BEST BLOCKAGES.
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. PRACTICE EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL
ASSOCIATION (IECA). THE BASIC PRINCIPLES ARE TO:
SUBSOIL DRAINAGE
● MINIMISE THE AREA OF DISTURBANCE;
CLEARING, GRUBBING AND DISPOSAL ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
1. CLEARING SHALL NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT ● MINIMISE EROSION; 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE ● MINIMISE SEDIMENTATION;
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
CONTROL MEASURES. ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
· RELEVANT DECISION NOTICE CONDITIONS. 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
2. CLEARING SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
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;
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;
● 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 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.
7. ALL FILLING TO BE UNDERTAKEN UNDER LEVEL 1 SUPERVISION.
TOPSOIL:
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD GENERAL NOTES AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C02
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
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 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
2 of 11 A
Page 3
NOT FOR CONSTRUCTION
TOW 16.19 TOW 14.75 TOW 14.45 TOW 14.25 TOW 14.75 TOW 14.20
SW SW SW SW SW SW SW SW
BOW 14.75 BOW 14.36 BOW 14.25 BOW 13.85 BOW 13.29 BOW 13.26 SW SW
II
HT=1.44m HT=0.39m HT=0.20m HT=0.35m HT=0.39m HT=0.94m TOW 14.20
17.5 II II BOW 13.23
TOW 13.41
SW
II II II II
II
II
II II
II
II
HT=0.97m
II
II
II
II
II
II
II
II
BOW 13.21
II
II
S S S S S S S S HT=0.20m
S
RL.16.34
II
TOW 16.44
II
16.2
SW
BOW 14.75
16.0
14.2
II
1 4 .0
16.5
II
HT=1.69m
II
14.2
S
II
13.2
II
SW
II
II TOW 16.07
14.2
13.4
BOW 15.97
S
1 IN 4 BATTER
RL.15.97 HT=1.10m
SW
II
B3 LEGEND
S
B4
PRELIMINARY ONLY
B1 B2 FFL.15.00 FFL.15.00 76.0 NATURAL CONTOUR
SW
II
76.0 DESIGN CONTOUR
FFL.15.50 FFL.15.50
S
14.4
B5 B6 PROPERTY BOUNDARY
FFL.14.95 FFL.14.95 EASEMENT BOUNDARY
SW
II
14.8
EXISTING BITUMEN EDGE
14.6
S
EXISTING GRAVEL EDGE
SW
II EXISTING KERB
13.6
13.5
TOW 16.04
14.5 EXISTING STORMWATER LINES
BOW 14.85
RL.15.94 HT=1.19m EXISTING OVERHEAD POWER LINES/POLE
S
SW
EXISTING TELSTRA
II
RL.15.93 E E EXISTING ELECTRICITY
14.3
SW
EXISTING WATER MAIN
13.8
S
14.4 EXISTING SEWER MAIN
II
TOW 16.03
BOW 14.99 RETAINING WALL. REFER STRUCTURAL
SW
RL.15.96 HT=1.04m 14.6 DRAWINGS FOR DETAILS
15.2
S
PROPOSED SPOON DRAIN (0.6m WIDE)
II
14.0
TOW 16.06 14.8 PROPOSED SWALE
SW
15
BOW 15.25 .0
EARTHWORKS DEPTHS (0.25m INCREMENTS)
HT=0.81m
17.5
S
BARTLETT ROAD
15.0
II
CUT FILL
SW
16.0
17.5
EXISTING TREE
14.2
S
II
SW
1
RP174730
B7 EXISTING TREE TO BE REMOVED
14.4
FFL.16.00
II
SW
S
B8 B9 B10 B11
FFL.15.85 FFL.15.85 FFL.15.76 FFL.15.76
SW
II
1S
4.6
15
.5
SW
II
B12
S
TOW 16.15 15.2
RL.16.50 BOW 15.40 FFL.15.60
SW
HT=0.75m
II
S
14.8
SW
TOW 17.05
16.2
TOW 16.79 TOW 16.67 TOW 16.07 TOW 15.95 TOW 15.62
BOW 15.40 BOW 15.40 BOW 15.25 BOW 15.25 BOW 15.16 BOW 15.07
HT=1.65m HT=1.39m HT=1.42m HT=0.82m HT=0.79m HT=0.55m
17.4
S
SW
17.4
SW
S
15.0
SW
S
TOW 15.80 TOW 15.60 TOW 15.54 TOW 15.38
II
SW
II
BOW 15.60 BOW 14.95 BOW 14.95 BOW 15.18
DEMOLISH AND REMOVE HT=0.20m HT=0.65m HT=0.59m HT=0.20m
17.2
15.8
16.8
15.5
16.4
16.0
15.5
S
EXISTING DRIVEWAY
II EARTHWORKS: - STRIPPING = 275 m3
SW
II
16.6
.5
CUT VOLUME = 64 m3
17
16.0
FILL VOLUME = 503 m3
S
SW
W W W W W 16.5 NOTES: -
RL.16.62 RL.16.56 1) 150mm STRIPPING ALLOWED
SW SW 2) COMPACTION FACTORS NOT ALLOWED
3) ROAD PAVEMENT BOXING NOT ALLOWED
17.3
16.5
SW
RL.16.67 RL.16.56 22 10
RP888470 RP150347
0 2 4 6m
SW
LOCALLY FILL TO ENSURE
AREA FREE DRAINS 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.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD EARTHWORKS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE LAYOUT PLAN Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C03
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
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 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
3 of 11 A
Page 4
NOT FOR CONSTRUCTION
SW SW SW SW SW SW SW SW SW SW
SW
S S S S S S S S S
RL.16.34
SW
S
SW
IL.11.840
S
RL.15.97
SW
PROPERTY BOUNDARY
B3
S
B4 RAISE EXISTING
PRELIMINARY ONLY
STORMWATER PIT TO EASEMENT BOUNDARY
FFL.15.00 FFL.15.00
IL.11.965
B1 B2 SUIT FSL.13.77 (ESL.13.27)
SW
76.0 FINISHED CONTOUR
FFL.15.50 FFL.15.50 EXISTING BITUMEN EDGE
S
B5 B6 EXISTING KERB
FFL.14.95 FFL.14.95
SW
EXISTING STORMWATER LINES
EXISTING OVERHEAD POWER LINES/POLE
S
EXISTING TELSTRA
SW
E E EXISTING ELECTRICITY
EXISTING WATER MAIN
RL.15.94
S
SW
FI3/2 EXISTING SEWER MAIN
PROPOSED STORMWATER
RL.15.93
PROPOSED SPOON DRAIN (0.6m WIDE)
SW
S
FI1/2 PROPOSED SWALE
DN300
PROPOSED GULLY PIT
FI2/2
SW
RL.15.96 PROPOSED FIELD INLET
S
PROPOSED MANHOLE
FI4/2 PROPOSED SEWER MAIN
SW
PROPOSED WATER MAIN
S
RETAINING WALL. REFER STRUCTURAL
BARTLETT ROAD
DRAWINGS FOR DETAILS
SW
MH6/2 8 8 8 8 TRAFFIC BARRIER
ROAD PAVEMENT
S
DT5/2
REFER DETAILS ON SHEET C16
SW
1
17.1kL DETENTION TANK RP174730 DRIVEWAY
B7 (AUSTRALIAN TANKS) REFER GRC STD DRG No. R02 AND R03
FFL.16.00
SW
S
CONCRETE FOOTPATH
B8 B9 B10 B11 REFER GRC STD DRG No. R09
FFL.15.85 FFL.15.85 FFL.15.76 FFL.15.76 TIMBER BOARDWALK
(BY OTHERS)
SW
S
SW
B12
S
RL.16.50 FFL.15.60
SW
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
S
RL.17.46 RL.17.37 RL.17.29 RL.15.75 RL.15.65
2.
SW
8
2%
1.8%
1%
1%
17.4
S
SW
RL.15.70 RL.15.62
FI1/1
17.4
2% 5% 5% 6% 6%
%
SW
2.0
1%
1%
1%
2.40
S
TYP.
16.2
RL.17.42 RL.17.37 RL.15.73 RL.15.64
SW
S
SW
5.40
17.2
15.8
16.8
BIO RETENTION
16.4
16.0
1.6%
S
BASIN (7m2)
SW
INSTALL BOLLARD TO
AS2890.6
RL.17.36 RL.15.73 RL.15.69 TYPICAL FIELD INLET SETOUT
S
IL.13.746
SW
W W W W W INSTALL CHEVRON TO SCALE 1:50
AS2890 & MUTCD
SW SW DENOTES SETOUT POINT
INSTALL WHEEL STOP IN INSTALL DISABLED SYMBOL
SW
ACCORDANCE WITH AS2890.1 TO AS2890 & MUTCD
22 10
RP888470 RP150347
0 2 4 6m
SW
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.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD ROADWORKS AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE STORMWATER LAYOUT Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
PLAN 23598 - C04
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
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 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
4 of 11 A
Page 5
NOT FOR CONSTRUCTION
PROVIDE 2 N16 TRIMMER BARS EACH ET ET ET ET ET ET
SIDE OF ALL STORMWATER PITS TIED ET
IK
TO UNDERSIDE OF MESH
ET
EJ
EJ
SJ
SJ
EJ
SJ
SJ SJ SJ SJ SJ SJ SJ
PRELIMINARY ONLY
ET
ET
EJ
EJ
SJ
SJ
EJ
SJ
SJ SJ SJ SJ SJ SJ SJ
ET
EJ
EJ
SJ
SJ
EJ
SJ
STORMWATER PIT PENETRATIONS
IK
SCALE 1:10
ET ET ET ET ET ET ET
PAVEMENT LAYOUT DETAIL
PROVIDE 1 N12 SCALE 1 : 125
40 110 CONTINUOUS BAR.
SL82 MESH (50 N12 'L' BARS LAP AS REQUIRED
TOP COVER) AT 400 CTRS
500 LEGS TYP.
150
SL82 MESH (50 PROVIDE 1 N12 PERIMETER
TOP COVER) AND CORNER BARS. STOP
REINFORCEMENT WITH
50mm COVER.
150
NOTE:
250
ALL WALLS TO BE STRUCTURALLY DESIGNED AND CONSTRUCTION
SUPERVISED BY CIVIL CONTRACTORS STRUCTURAL ENGINEER.
150
FORM 15 AND DESIGN TO BE SUBMITTED TO TOD CONSULTING FOR
REVIEW BEFORE COMMENCEMENT. AT COMPLETION OF WORK FORM
300
PROVIDE 1 N12 PERIMETER
16 IS TO BE PROVIDED TO TOD CONSULTING FOR LODGMENT WITH
DPM; ON 125mm SUB-BASE
MATERIAL CLASS 2.3 QLD DEPT AND CORNER BARS. STOP THE LOCAL AUTHORITY.
TRANSPORT STANDARD REINFORCEMENT WITH
SPECIFICATION. (PROVISIONAL) 50mm COVER.
DPM; ON 30mm SAND BEDDING;
ON 125mm SUB-BASE MATERIAL 1
CLASS 2.3 QLD DEPT TRANSPORT 2
STANDARD SPECIFICATION 300 CONCRETE SLEEPER WALL NOTE:
INTEGRAL KERB (IK) TRAFFIC BARRIER CONCRETE RETAINING WALLS ARE TO BE CONSTRUCTED IN
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
INGAL SPRING STEEL BUFFER WITH ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS USING THE
HANRAIL (OR APPROVED EQUIVALENT)
CONCRIB SLEEPER WALL 2006 SYSTEM DETAILS WITH GALVANISED
BOUNDARY
PROPERTY
STEEL BEAM POSTS. (OR EQUIVALENT)
SLAB THICKENING (ET) 6.10 AISLE WIDTH 0.20 0.15
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
FINISHED SURFACE
LEVEL TOP OF WALL
10mm FULL DEPTH COMPRESSIBLE 1 N12 TRIMMER EACH SIDE 25 DEEP SAW CUT JOINT TO BE STOP TOP LAYER OF MESH
GALVANISED COLUMN AND
MATERIAL WITH A 20x10 SEALANT PARCHEM OF JOINT TIED UNDER CREATED WITHIN 8 HOURS OF EACH SIDE OF JOINT (50 CONCRETE SLEEPER WALL.
'ROADSEAL' OR APPROVED EQUIVALENT MESH OVER DOWELS POUR. SEAL JOINT WITH COLOUR COVER TO JOINT)
MATCHED APPROVED SEALANT. SL82 MESH (50 TOP COVER)
SL82 MESH (50
TOP COVER) REFER TO SHEET C03 FOR
RETAINING WALLS HEIGHTS
150
150
250
BOTTOM OF WALL
R16-400 H.D.G. DOWEL DPM; ON 30mm SAND DPM; ON 30mm SAND BEDDING; ADDITIONAL LOWER LAYER OF
BARS, 400 LONG, IN BEDDING; ON 125mm ON 125mm SUB-BASE MATERIAL SL82 MESH, 800 WIDE. CUT
DANLEY 'DOWEL MASTER' SUB-BASE MATERIAL CLASS CLASS 2.3 QLD DEPT TRANSPORT EVERY ALTERNATE WIRE AT
0 0.4 0.8 1.2m
SLEEVES ON BAR CHAIRS 250 250 2.3 QLD DEPT TRANSPORT STANDARD SPECIFICATION JOINT LOCATION. MARK FINISHED SURFACE
50
STANDARD SPECIFICATION LOCATION ON FORMWORK. LEVEL Scale 1:20 @A1
N12 SPACER BARS TIED MIN.
BETWEEN MESH
0 0.5 1 1.5m
Scale 1:25 @A1
Scale 1:50 @A3
EXPANSION JOINT (EJ) CONTROL JOINT (SJ)
1:20 UNREDUCED AT A3 1:20 UNREDUCED AT A3 TYPICAL CARPARK AND RETAINING WALL SECTION 0 2.5 5 7.5m
1:10 UNREDUCED AT A1 1:10 UNREDUCED AT A1
SCALE 1:20
Scale 1:125 @A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD PAVEMENT DESIGN AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE TYPICAL DETAILS Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C05
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
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 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
5 of 11 A
Page 6
NOT FOR CONSTRUCTION
MH6/2
FI1/1
FI4/2
FI1/2
FI2/2
FI3/2
FI4/2
DT5/2
STRUCTURE
NAME
525mm DIA. PIPE
17.1kL DETENTION TANK
(AUSTRALIAN TANKS)
OVER EXISTING PIPE
600 x 600 FIELD INLET
600 x 600 FIELD INLET
900 x 600 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
1050mm DIA MANHOLE
STRUCTURE
DESCRIPTION
MIN. 10mmØ GALVANISED STEEL
DYNABOLTS OR EQUIVALENT
300
PRELIMINARY ONLY
600
SHARP EDGED MACHINE CUT
HOLE TO 0.5mm ACCURACY
ORIFICE PLATE ELEVATION
OVER 525 DIA. OUTLET PIPE
SCALE 1 : 10
INSTALL ORIFICE PIPE OVER DETENTION
TANK OUTLET PIPE. REFER DETAIL
EXPOXY RESIN ORIFICE PLATE TO
Q100 HGL WALL AND PROVIDE SILICON SEALANT
AROUND THE EDGES OF THE PLATE
EXISTING 300 DIA.
RCP IL.12.594
EX 150 DIA. SEWER IL12.41 CLR 0.40
1 x 85mm DIAMETER ORIFICE
600
4 x 90mm DIAMETER ORIFICE
4 x 75mm DIAMETER ORIFICE
SHARP EDGED MACHINE CUT
HOLE TO 0.5mm ACCURACY
PIPE SIZE (mm) 225Ø 150Ø 225Ø 300Ø 375Ø 525Ø MIN. 10mmØ GALVANISED STEEL
PVC PVC PVC 2 2 2 760
PIPE CLASS DYNABOLTS OR EQUIVALENT
PIPE GRADE (%) 5.74% 2.09% 3.19% 0.51% 0.62% 3.44%
PIPE SLOPE (1 in X) 1 in 17 1 in 48 1 in 31 1 in 195 1 in 162 1 in 29 ORIFICE PLATE DETAIL
OVER 525 DIA. OUTLET PIPE
FULL PIPE VELOCITY (m/s) 2.71 1.25 2.02 0.98 1.25 3.68 SCALE 1 : 10
PART FULL VELOCITY (m/s) 2.48 1.26 2.02 1.12 1.42 2.79
DATUM RL 2.0 1.0
14.764
14.535
13.826
13.676
14.652
14.530
14.415
14.243
13.968
13.875
13.826
13.676
13.449
13.505
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW 0.039 0.012 0.040 0.070 0.145 0.144
(Cumecs)
PIPE CAPACITY 0.108 0.022 0.080 0.069 0.138 0.797
AT GRADE (Cumecs)
1.140
0.829
1.179
1.498
0.753
0.848
0.825
0.920
0.929
1.049
1.074
1.224
0.975
1.361
DEPTH TO INVERT
14.370
13.590
13.240
14.430
14.170
14.075
13.635
13.540
13.490
13.370
13.345
13.195
12.980
12.594
INVERT LEVEL
OF DRAIN
15.510
14.419
15.928
14.923
14.460
14.419
14.419
13.955
DESIGN SURFACE 0 0.2 0.4 0.6m
LEVEL
Scale 1:10 @A1
E 1034.034
N 5049.497
E 1038.222
N 5062.411
E 1004.003
N 5066.821
E 1016.455
N 5066.336
E 1030.121
N 5067.717
E 1038.222
N 5062.411
E 1042.261
N 5062.395
E 1048.519
N 5062.386
Scale 1:20 @A3
SETOUT
COORDINATES HORIZ:
0 10 20 30m
Scale 1:500 @A1
13.590
12.466
26.273
36.006
40.046
46.304
0.000
0.000
Scale 1:1000 @A3
CHAINAGE 13.590 12.466 13.807 9.733 4.039 6.258
0 1 2 3m
VERT:
LINE 1 2 Scale 1:50 @A1
Scale 1:100 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD STORMWATER DRAINAGE AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE LONGITUDINAL SECTIONS Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C06
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
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 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
6 of 11 A
The text continues on page 7.