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Attachment 3 - Stormwater Detention Basin
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101-105 EUMUNDI ROAD
NOOSAVILLE
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LOCALITY PLAN
NOT TO SCALE
DRG NO REVISION DRAWING TITLE
16789-C101 B COVER SHEET AND DRAWING INDEX
Manual of Uniform Traffic Control Devices ENERGY SERVICE PROVIDERS 16789-C102 B GENERAL NOTES
16789-C103 B EXISTING FEATURES AND DEMOLITION PLAN
AGL
ERGON. 16789-C104 B GENERAL ARRANGEMENT PLAN
ENERGY
energex
origin 16789-C105 B EROSION AND SEDIMENT CONTROL PLAN
NOTE: ALL SIGNS & LINE MARKING TO BE IN NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM 16789-C106 B BIO BASIN DETAILS
ACCORDANCE WITH THE MANUAL OF PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD 16789-C107 B DETAILS AND SECTIONS
UNIFORM TRAFFIC CONTROL DEVICES. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BEFORE YOU DIG
TELECOMMUNICATIONS STANDARD DRAWINGS
SERVICE LOCATIONS
SERVICE PROVIDERS DRAWING NO. DESCRIPTION
' yes' It is the responsibility of the Foreman to IPWEAQ RS-051 DRIVEWAYS HEAVY DUTY VEHICLE CROSSING
OPTUS
Telstra visionstream PATHWAYS CONCRETE PATHWAYS
contact the relevant service authorities IPWEAQ RS-065
CONSTRUCTION DETAILS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
to ascertain the exact location of
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED KERB AND CHANNEL PROFILES AND
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
services prior to construction. IPWEAQ RS-080 DIMENSIONS INCLUDING EDGE RESTRAINTS,
SERVICE LOCATIONS ON 1100 FOR DETAILS. MEDIAN AND CHANNEL
DRAINAGE PITS FIELD INLETS TYPE 1 AND
IPWEAQ DS-050
TYPE 2
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Verified
101-105 EUMUNDI ROAD COVER SHEET AND DRAWING AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE INDEX Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C101
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
1 of 7 B
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Full text of the other 6 sections
Section 2
GENERAL NOTES TOPSOIL: EXISTING PAVEMENT:
1. DO NOT SCALE DRAWINGS. 7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY 6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS PER
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. ROOT AFFECTED AREAS MUST BE REMOVED. STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS
8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR PROCEDURE.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
CLARIFICATION OF THE DISCREPANCY. DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. 7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO
APPLICATION OF SEAL.
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. SUBSOILS: 8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT
WITH A MINIMUM THICKNESS OF 100mm.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT 9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. 9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE
AND THE SUPERINTENDENT. AFFECTED AREA.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN SUBGRADES:
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE SIGNS AND LINEMARKING
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE 10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY SOFT
SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. 1. ALL ROAD SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
REQUIREMENTS THEREOF. DEVICES (MUTCD), PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. 11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE
ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS. 2. ALL SIGNS SHALL BE SIZE 'A' UNLESS NOTED OTHERWISE.
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. 3. SIGNS LOCATED WITHIN MEDIANS OR TRAFFIC ISLANDS TO BE INSTALLED USING LOC SOCKET.
12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF 4. ALL SIGN FOOTINGS TO BE CONCRETE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-130.
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. DEFORMATION UNDER PROOF-ROLLING. 5. ALL ROAD SIGNS TO BE OFFSET A MINIMUM OF 600mm FROM FACE OF KERB.
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING
SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. 6. THE FINAL SIGN LOCATION IS TO BE AGREED ON SITE, TO ENSURE IT IS VISIBLE AND NOT OBSTRUCTED BY EXISTING
THIS INSPECTION. INFRASTRUCTURE OR VEGETATION ETC.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED;
● CONSTRUCTION PRE-START MEETING 7. ALL SIGNS SHALL BE MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH MRTS14.
● SET OUT STOCKPILE MANAGEMENT:
● DEMOLITION 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A STORMWATER DRAINAGE
● SUBGRADE PROOF-ROLLS GUTTER, DRAIN OR WATER BODY, SUCH AS:
GENERAL
● PRE-SEAL PROOF-ROLLS ● ON A ROAD PAVEMENT;
● CONCRETE PRE-POURS ● WITHIN AN OVERLAND FLOW PATH; 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH STANDARD
● FINAL INSPECTION ● ADJACENT TO STREAM BANKS. DRAWING IPWEAQ DS-0030 (TYPE 2).
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 13. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. 14. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT STANDARD DRAWING IPWEAQ DS-019.
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. 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. WITH STANDARD DRAWING IPWEAQ DS-020.
SITE REHABILITATION: 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
SURVEY STRUCTURES.
15. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY JFP URBAN CONSULTANTS. COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
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 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
MINIMUM DEPTH OF 300mm. ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
17. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND
TRENCHES AND STRUCTURES.
ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. 18. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
EXISTING SERVICES EROSION & SEDIMENT CONTROL
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL OBJECTIVES: STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
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 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
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. CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. MAINTENANCE PERIOD. PARTIES.
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. 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
WORKS. BLOCKAGES.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE MANAGEMENT PRINCIPLES:
APPROPRIATE AUTHORITIES. SUBSOIL DRAINAGE
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 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS. (IECA). THE BASIC PRINCIPLES ARE TO: 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
● MINIMISE THE AREA OF DISTURBANCE;
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
CLEARING, GRUBBING AND DISPOSAL ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
● MINIMISE EROSION; 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND ● MINIMISE SEDIMENTATION; 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
THESE CONTROL MEASURES.
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. BIORETENTION BASIN
CONSTRUCTION PRE-START MEETING:
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. 1. ALL BIORETENTION BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER BY DESIGN GUIDELINES.
5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. 2. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL DELIVERY DOCKETS AND SUPPLIERS CERTIFICATES FOR THE
AS:
DRAINAGE MEDIA MATERIALS.
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
● REQUIRED WATER QUALITY OBJECTIVES; 3. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED TO ENABLE CERTIFICATION:
6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; ● EARTHWORKS AND FUNCTIONAL STRUCTURES
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; ● UNDER-DRAINAGE
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; ● BIORETENTION MEDIA (DRAINAGE LAYER, TRANSITION LAYER AND FILTER MEDIA)
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. ● FINISHED LEVELS
LOCAL AUTHORITY. ● COARSE SEDIMENT FOREBAY
● PROTECTIVE MEASURES
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN SITE INSPECTION AND MONITORING: ● LANDSCAPE INSTALLATION
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES.
6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF ● LANDSCAPE INSTALLATION
CONTROL MEASURES (E.G. SITE FOREMAN). 4. A WASHED, WELL-GRADED SAND WITH AN APPROPRIATE HYDRAULIC CONDUCTIVITY SHOULD BE USED AS THE FILTER
EARTHWORKS / EXCAVATION 7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED: MEDIUM.
GENERAL: ● AT LEAST DAILY WHEN RAIN IS OCCURRING; 5. THE TOP 100mm OF THE FILTER MEDIUM SHOULD THEN BE AMELIORATED WITH APPROPRIATE ORGANIC MATTER,
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); FERTILISER AND TRACE ELEMENTS.
● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE 6. TRANSITION LAYER MATERIAL SHALL BE A CLEAN, WELL-GRADED SAND MATERIAL CONTAINING <2% FINES.
● WITHIN 18 HOURS OF A RAINFALL EVENT.
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN 7. DRAINAGE LAYER MATERIAL IS TO BE CLEAN, FINE GRAVEL, SUCH AS A 2 - 5mm WASHED SCREENINGS.
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION. 8. IT IS RECOMMENDED THAT FILTER MEDIA BE LIGHTLY COMPACTED DURING INSTALLATION TO PREVENT MIGRATION OF
ENGINEER.
FINE PARTICLES. IN SMALL SYSTEMS, A SINGLE PASS WITH A VIBRATING PLATE SHOULD BE USED TO COMPACT THE
3. STOCKPILES SHALL BE COVERED WITH TARPS. 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
FILTER MEDIA, WHILE IN LARGE SYSTEMS, A SINGLE PASS WITH ROLLER MACHINERY (E.G. A DRUM LAWN ROLLER)
4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. 10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE SHOULD BE PERFORMED. UNDER NO CIRCUMSTANCE SHOULD HEAVY COMPACTION OR MULTIPLE-PASSES BE MADE.
MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 9. UPON COMPLETION THE CONTRACTOR SHALL UNDERTAKE IN-SITU TESTING TO DEMONSTRATE THE FILTER MEDIA
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
EARTHWORKS. 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE MEETS THE HYDRAULIC CONDUCTIVITY REQUIREMENTS (100-500mm/hr). THE HYDRAULIC CONDUCTIVITY OF THE FILTER
ACTIONS TAKEN. MEDIA SHOULD BE CHECKED AT A MINIMUM OF THREE POINTS WITHIN THE SYSTEM.
6. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
10. OPERATIONS AND MAINTENANCE SHOULD BE CONDUCTED IN ACCORDANCE WITH THE 'MAINTAINING VEGETATED
STORMWATER ASSETS' GUIDELINES, PUBLISHED BY HEALTHY WATERWAYS.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Verified
101-105 EUMUNDI ROAD GENERAL NOTES AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C102
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
2 of 7 B
Section 3
T
T EO
T
SETOUT TABLE T
T
T
EO
T EO
T
EO
SETOUT_NO EASTING NORTHING LEVEL EO T
EO T
01 995.9223 1980.4839 18.9190
EO T
02 998.1507 1980.2608 18.9300 T
E U EO
EO
03 1001.4346 1982.9471 18.9500 M U EO T
04 1002.2800 1991.3924 19.0000 N D T
I EO
EO
05 1003.1254 1999.8378 18.9500
EO
06 1001.2699 2002.9159 18.8730
07 1001.1970 2002.9455 18.8730
08 995.4775 2003.6515 18.5530
EO
09 998.5858 2011.9525 18.3150
10 1003.4560 2008.5040 18.6400 R O
11 1039.6736 2004.8783 18.4600 MATCH ASPHALT SHIFT FOOTPATH 300mm CONSTRUCT 'TYPE A' HEAVY A D
SMOOTHLY TO EXISTING TOWARDS ROAD TO DUTY VEHICLE CROSSING IN
EO
12 1056.4569 2003.1982 18.0000 CONCRETE FOOTPATH ACCOMMODATE RELOCATED ACCORDANCE WITH F
13 1053.0901 1969.5663 17.8310 HYDRANT REFER IPWEAQ IPWEAQ STD DRG RS-051 C107
PS01 STD DRG RS-065
14 1048.5130 1970.0245 17.8000
EO
15 1036.1747 1971.2597 17.8620 PROPOSED LOCATION OF
RELOCATED HYDRANT 08
W W W W W W W W W W W W W W W W W W W W W W W W W W W
16 1038.7645 1997.1303 17.9920
EO EO EO EO EO W
EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO
T
17 1043.3416 1996.6721 17.9690 T T T T T T T T T T T T T T T T T T T 25 T T EO EO W
09
01T T T T T T
18 1043.5010 1998.2642 18.0620 W W W W W W W W W W W W W W W W W W W W W W W W W PS04
W EO W
EO
W T
EO
EO W
EO
EO
T
19 1039.0561 1998.7092 18.3100
PS02
02 07W
T EO W
SSW
W EO
20 1033.5829 1994.2321 18.7500
W
03 04 05 06 W
T EO
W
21 1031.3906 1972.3322 18.8600
24 10 W
6.00 T
EO
0 W EO
EO
EO
W
EO
22 1022.6335 1965.1689 18.9180 PS03W T
4.000
EO
SSW
W
W T
23 1005.7448 1966.8596 19.0600 28 27 26 EO
W
24 1000.1263 1969.3101 19.0300
EO
EO
W
EO
SSW
25 995.5642 1973.3337 19.0000
W
23 29
26 1006.9209 1999.1005 19.1500 S
S
27 1006.1109 1991.0089 19.1900 PROPOSED
EO
9.012
EO
S
28 1004.3113 1973.0331 19.1000 EXISTING BUILDING
BUILDING 4.000
29 1006.2365 1970.6796 19.0800
30 1023.0170 1968.9998 18.9400 FALL
S
EO
31 1025.3704 1970.9249 18.9200
2.100
32 1027.9800 1996.9924 19.7900
LOT 1
S
RP849431 PROPOSED FOOTPATH IN
ACCORDANCE WITH
PROPOSED SIGN SPECIFICATIONS IPWEAQ STD DRG RS-065
5.900
LOT 8
S
SIGN NO. MUTCD SIGN I.D. DESCRIPTION
SP28111
LEFT TURN ONLY/NO ENTRY
22 30
FALL
PS01 R2-14A/R2-4A
(BACK TO BACK)
S
PEDESTRIAN AND CYCLIST
PS02 R8-2A
AWARENESS ADJUST SEWER MANHOLE LID
31 32 TO SUIT NEW CARPARK LEVELS
6.000
PS03 S-14 PARKING
S
EXISTIN S
PS04 - NO EXIT (CUSTOM) G S
BUILDIN S
G
WIER RL 17.70
21 D 20
C107
15 16
19 11
NO EXIT SIGN (CUSTOM)
5.400
S S S S S S S S S
SW 17 18
SW A B RELOCATED
SHED
6.200
C106
LEGEND C106
2.600
3
C
1:
SW
EXISTING FEATURES C107
0
EXISTING KERB AND CHANNEL
00
SW
14
8.
EXISTING EDGE OF BITUMEN
1:4
1:4
E
5.400
IL=15.434
2.000
EXISTING CONTOUR MAJOR
1:3
SW C107
6.000
EXISTING CONTOUR MINOR
1:4
1:4
CONNECT BASIN OUTLET
W EXISTING WATERMAIN W 12
PIPE TO EXISTING IE 8.0 W
S
S EXISTING SEWER STORMWATER 300Ø RCP R 0 13
RL 0
T EXISTING TELECOMMUNICATION WITH 600x600 PIT REFER 17
EXISTING OVERHEAD POWER IPWEAQ STD DRG DS-050 .7 SW SW SW SW SW SW
EO 0
EXISTING TOP OF BANK
EXISTING BOTTOM OF BANK WATER QUALITY/DETENTION BASIN GRASS LINED SCOUR PROTECTION LANDSCAPED BUND TO PROVIDE
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
LOT 46
EXISTING FENCE IN ACCORDANCE WITH AQUAINTEL SWALE DRAIN REFER SECTION E ON STORMWATER PROTECTION TO
SP132578
STORMWATER MANAGEMENT PLAN SHEET C107 DOWNSTREAM PROPERTIES.
PROPOSED WORKS REFER DETAILS ON SHEET C106
PROPOSED KERB TYPE B2 REFER LOT 62 LOT 61
IPWEAQ STD DRG RS-080
SP132578 RP69404
PROPOSED KERB AND CHANNEL 0 2 4 6 8 10m
TYPE B1 REFER IPWEAQ STD DRG RS-080
1:200 (A1) 1:400 (A3)
PROPOSED TURF LINED SWALE
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Section 4
Verified
101-105 EUMUNDI ROAD GENERAL ARRANGEMENT PLAN AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C104
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
4 of 7 B
Section 5
T
T EO
T
T EO
T
T EO
T
T
EO
EO T
EO T
EO T
T
E U EO
EO
M U EO T
N D T
I EO
EO
EO
EO
R O
A D
EO
EO
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
EO EO EO EO EO W
EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO
T T T T T T T T T T T T T T EO EO
T T T T T T T T T T T T T T T T T T W
T
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EO W
EO
W T
EO
EO W
EO
EO
W T
T EO W
SSW
W EO
W
T W
W EO
T W
EO
W EO
EO
EO
W
EO
W T
EO
SSW
W
W T EO
W
EO
EO
W
EO
SSW
W
S
S
EO
EO
S
EXISTING
BUILDING
S
EO
PROPOSED
BUILDING
LOT 9 LOT 8 LOT 1
S
SP28111 SP28111 RP849431
S
S
S
EXISTIN S
G S
BUILDIN S
G
S S S S S S S S S S S S S S S
SW
SW
RELOCATED
SHED
LEGEND SW
EXISTING FEATURES
EXISTING KERB AND CHANNEL SW
EXISTING EDGE OF BITUMEN
EXISTING CONTOUR MAJOR SW
EXISTING CONTOUR MINOR
W EXISTING WATERMAIN SW
S EXISTING SEWER
T EXISTING TELECOMMUNICATION
SW SW SW SW SW SW
EO EXISTING OVERHEAD POWER
EXISTING TOP OF BANK
EXISTING BOTTOM OF BANK EXCAVATE BIO-BASIN AT
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
LOT 46 COMMENCEMENT OF WORK AND
EXISTING FENCE SP132578 USE AS TEMPORARY SEDIMENT
EROSION AND SEDIMENT CONTROL BASIN DURING CONSTRUCTION
PROPOSED SEDIMENT FENCE LOT 62 LOT 61
REFER IECA STD DRGS SF-01 & SF-02
SP132578 RP69404
STORMWATER INLET PROTECTION 0 2 4 6 8 10m
IN ACCORDANCE WITH IECA STD DRG OG-01
1:200 (A1) 1:400 (A3)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Verified
101-105 EUMUNDI ROAD EROSION AND SEDIMENT CONTROL AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE PLAN Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C105
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
5 of 7 B
Section 6
EASEMENT 8000
TOP OF WALL 17.90
WIER 17.70 S.L. 17.70
REFER SHEET C106 FOR 3
Q100 DETENTION = 175+80 = 255m
RETAINING WALL 17.40
REINFORCEMENT DETAILS
300mm WATER QUALITY 1:3
300mm
EXTENDED DETENTION DEPTH Q10 DETENTION = 175m3
16.70
200Ø ROCK LINING OVER
GEOTEXTILE MATTING
16.40
FILTER MATERIAL (400mm) SL 16.1
TRANSITIONAL LAYER (100mm) BIORETENTION BASIN IN
ACCORDANCE WITH AQUAINTEL
DRAINAGE LAYER (200mm) STORMWATER MANAGEMENT PLAN
15.70
NOTE: BIO-RETENTION BASIN TO BE
200Ø ROCK LINING OVER CONSTRUCTED AND PLATED IN ACCORDANCE
600x600 BASIN OUTLET PIT
GEOTEXTILE MATTING WITH WATER BY DESIGN: BIORETENTION
WITH RAISED GRATED TOP
Ø300 RCP OUTLET PIPE TO TECHNICAL DESIGN GUIDELINES
REGULATE OUTFLOW Ø100 uPVC SLOTTED
INFILTRATION PIPE WITH
150mm COVER IN 10mm
FREE DRAINING GRAVEL
1500
(500mm SPACING)
2000
SECTION A
1:20 @ A1 S104
1:40 @ A3 BIO-RETENTION BASIN NOTES:
FILTER MATERIAL SHALL BE SUPPLIED IN ACCORDANCE WITH WATER BY DESIGN
BIORETENTION GUIDELINES SECTION 4.3.1. THE FILTER MATERIAL SHAPE PLACED AND
EASEMENT 6000
LIGHTLY COMPACTED. THE FILTER MATERIAL SHALL COMPLY WITH THE FOLLOWING:
MATERIAL: SANDY LOAM OR APPROVED EQUIVALENT WITH
HYDRAULIC CONDUCTIVITY OF OF 180mm/h AND BE
TOP OF WALL 17.90 FREE FROM RUBBISH AND DETRITUS MATERIAL.
WIER 17.70 S.L. 17.70
PARTICLE SIZE TYPICAL SOIL COMPOSITION WOULD BE
REFER SHEET C106 FOR 3
Q100 DETENTION = 175+80 = 255m CLAY 5 - 10%
RETAINING WALL 17.40 SILT <30%
REINFORCEMENT DETAILS
SAND 50 - 70%
300mm WATER QUALITY
EXTENDED DETENTION DEPTH 1:3 ORGANIC CONTENT ACCEPTABLE RANGE BETWEEN 5% & 10% MEASURED
300mm
Q10 DETENTION = 175m3 IN ACCORDANCE WITH AS 1289 4.1.1.
16.70 pH 6.0 - 7.5. SILICEOUS MATERIAL MAY BE LOWER.
200Ø ROCK LINING OVER
16.40 GEOTEXTILE MATTING (TYPE A32) TRANSITIONAL LAYER SHALL BE WELL GRADED SAND OR COURSE SAND.
THE GRADING SHALL COMPLY WITH THE FOLLOWING CRITERIA:
FILTER MATERIAL (400mm) SL 16.1 % PASSING 1.0mm 100%
0.7mm 80%
TRANSITIONAL LAYER (100mm) BIORETENTION BASIN IN 0.5mm 8.4%
ACCORDANCE WITH AQUAINTEL WITH A HYDRAULIC CONDUCTIVITY OF 1800mm/h.
DRAINAGE LAYER (200mm) STORMWATER MANAGEMENT PLAN
15.70
DRAINAGE LAYER SHALL BE A WELL GRADED COARSE SAND
Ø100 uPVC SLOTTED INFILTRATION
PIPE WITH 150mm COVER IN 10mm
SCREENINGS (2mm OR 5mm) AND SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY
FREE DRAINING GRAVEL (500mm
SPACING) OF 3600mm/h.
PLANTING PALETTE AS PER LANDSCAPE PLANS
1500
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
2000
SECTION B
1:20 @ A1 S104
1:40 @ A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Verified
101-105 EUMUNDI ROAD BIO BASIN DETAILS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C106
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
6 of 7 B
Section 7
PROPERTY BOUNDARY
5.400 6.200 5.400
PARKING BAY PARKING ISTLE PARKING BAY
0.5% FALL 0.5% FALL
300mm
NOM
ASPHALT TYPE DG10, 30mm MIN
COMPACTED DEPTH ON ON BITUMEN PRIME
PRE-SEAL INSPECTION
KERB TYPE B2 - REFER KERB AND CHANNEL LANDSCAPED BUND TO PROVIDE
BASE COURSE: UNBOUND PAVEMENT TYPE 2.3 (CBR 45)
125
DESIGN DEPTH
IPWEAQ STD DRG RS-080 TYPE B1 - REFER STORMWATER PROTECTION TO
MINIMUM COMPACTION: 100% MDD
IPWEAQ STD DRG RS-080 DOWNSTREAM PROPERTIES.
SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.3 (CBR 45)
125
MINIMUM COMPACTION: 100% MDD
SUBGRADE INSPECTION
NATURAL SUBGRADE 100% MDD SECTION D
* TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT
1:50 @ A1
1:100 @ A3
S104
MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER
AFTER TESTING OF THE INSITU SUBGRADE
MDD : STANDARD MAXIMUM DRY DENSITY
REFER PAVEMENT NOTES
33.800
PAVEMENT DESIGN PARKING BAY
0.5% FALL
PROVIDE ROCK PROTECTION AT KERB AND CHANNEL
TRANSITION BETWEEN ASPHALT TYPE B1 - REFER
AND GRASSED SWALE DRAIN IPWEAQ STD DRG RS-080
SECTION E
1:50 @ A1 S104
1:100 @ A3
1200 (190 'H' BLOCKS)
PROPERTY BOUNDARY
N12-400 HORIZONTAL
N16-400 VERTICAL
1000 (290 'H' BLOCKS)
N16-400 HORIZONTAL
4600 1800 3800
N16-200 VERTICAL
N12-300 TOP AND BOTTOM 2000
500
1 1
2.5%
300
4 4
12.5%
N16-200
400
600
PROPOSED SHIFTED CONCRETE
FOOTPATH - REFER IPWEAQ STD
DRG RS-065
300
1500
GRASS LINED SWALE DRAIN
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
RETAINING WALL DETAIL SECTION C SECTION F
1:25 @ A1 S104 1:25 @ A1 S104
0 0.2 0.4 0.6 0.8 1.0m
1:50 @ A3 1:50 @ A3
1:20 (A1) 1:40 (A3)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Verified
101-105 EUMUNDI ROAD DETAILS AND SECTIONS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C107
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
7 of 7 B