Original source · versioned page text
Attachment 2 - Civil Design Drawings
Attached to the e-mail Operational Works Application OPW18/0293.
GOODCHAP STREET, NOOSAVILLE
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LOCALITY PLAN
NOT TO SCALE
ENERGY SERVICE PROVIDERS Manual of Uniform Traffic Control Devices
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origin DRG NO REVISION DRAWING TITLE
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: ALL SIGNS & LINE MARKING TO BE IN
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED ACCORDANCE WITH THE MANUAL OF 17548-C101 A COVER SHEET AND DRAWING INDEX
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS. UNIFORM TRAFFIC CONTROL DEVICES. 17548-C102 A GENERAL NOTES
17548-C103 A EXISTING FEATURES AND DEMOLITION PLAN
17548-C104 A GENERAL ARRANGEMENT PLAN
17548-C105 A EARTHWORKS PLAN
SERVICE LOCATIONS TELECOMMUNICATIONS 17548-C106 A SECTIONS
SERVICE PROVIDERS 17548-C107 A BASIN DETAILS
It is the responsibility of the Foreman to BEFORE YOU DIG ' yes' 17548-C108 A EROSION AND SEDIMENT CONTROL PLAN
OPTUS
Telstra visionstream
contact the relevant service authorities
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
to ascertain the exact location of NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
services prior to construction. PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE COVER SHEET AND DRAWING AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK INDEX Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C101
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
1 of 8 A
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Full text of pages 2 to 7 (of 8)
Page 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
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.
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
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.
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE GENERAL NOTES AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C102
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
2 of 8 A
Page 3
EXISTING FEATURES
8.0
CONTOUR MAJOR (1.0m INTERVAL)
0
7.
CONTOUR MINOR (0.5m INTERVAL)
EXISTING BUILDING KERB AND CHANNEL
1
RP138403 EDGE OF BITUMEN
8.
TOP OF BANK
5
BOTTOM OF BANK
TIMBER SLEEPER FENCE
TIMBER FENCE
CHAINWIRE FENCE
STORMWATER
RETAIN EXISTING ELECTRICAL
CONCRETE FOOTPATH SEWER
SEWER RISING MAIN
8.0
7.0
7.5
17 5
RP151412 SP196846
EXISTING
RETAIN EXISTING DEMOLISH EXISTING TELECOMMUNICATION RETAIN EXISTING
CHAINWIRE FENCE CONCRETE SLAB (LOCATION TOWER STORMWATER PITS
TO BE CONFIRMED ON SITE)
6.5
7.5
7.5
7.0
DEMOLISH EXISTING CONCRETE
AROUND EXISTING
STORMWATER PIT AND REPLACE
0
6.
EXISTING STORMWATER PIPE
7.0
TO BE SURVEYED PRIOR TO
IFC DRAWING ISSUE
7.0
DEMOLISH EXISTING
BITUMEN
6.
5
RETAIN EXISTING
CONCRETE WALL
5.5
6.
0
6.5
18 3 DEMOLISH EXISTING
RP151412 SP264909 CONCRETE FOOTPATH
TEMPORARY DISK SPIKES
ARE TO BE RESUMED AND
RETAINED FOR LATER USE
6.0
6.0
5.0 MAINTAIN EXISTING CONCRETE
COLUMNS, HEIGHT TO UNDERSIDE
EXISTING STORMWATER PIT OF BEAM TO BE CONFIRMED
AND PIPES (LOCATION AND
TREATMENT T.B.C.)
5.5
5.0
DEMOLISH EXISTING
TRENCH GRATE
19 4.5
RP151412
5.0
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
1
0 2 4 6 8 10m
RP802360
1:200 (A1) 1:400 (A3)
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE EXISTING FEATURES AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK DEMOLITION PLAN Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C103
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
3 of 8 A
Page 4
EXISTING FEATURES PROPOSED WORKS
8.0
CONTOUR MAJOR (1.0m INTERVAL) CONTOUR MAJOR (1.0m INTERVAL)
0
7.0
7.
CONTOUR MINOR (0.5m INTERVAL) CONTOUR MINOR (0.25m INTERVAL)
EXISTING BUILDING KERB AND CHANNEL KERB AND CHANNEL TYPE B1 REFER
1
EDGE OF BITUMEN IPWEAQ STD DRG RS-080
RP138403
8.
TOP OF BANK CONCRETE INVERT REFER IPWEAQ STD
5
BOTTOM OF BANK DRG RS-080
TIMBER SLEEPER FENCE EDGE OF BITUMEN
TIMBER FENCE BLOCKWORK RETAINING WALL - REFER RW1
CHAINWIRE FENCE TOP OF BANK
STORMWATER BOTTOM OF BANK
ELECTRICAL SUBSOIL DRAIN
SEWER 1100m HIGH TUBULAR FENCE
SEWER RISING MAIN ASPHALT PAVEMENT REFER PAVEMENT
8.0 SPEC
D EXISTING Ø450 PIPE FROM COUNCIL
RESERVE WORKS SIGNAGE - REFER SIGN SCHEDULE
450 450 450
PROPOSED STORMWATER INFRASTRUCTURE
7.0
PROPOSED SLOPING FACE HEADWALL
7.5
17
RP151412
EXISTING
TELECOMMUNICATION
TOWER
PROPOSED 600x600 FIELD
PROPOSED SIGN SCHEDULE
INLET IN ACCORDANCE WITH PAVEMENT MARKINGS LEGEND SIGN NO. DESCRIPTION
6.5
IPWEAQ STD DRG DS-050, 7.5
PS01 PEDESTRIAN CROSSING (W6-1A)
TO BE RELOCATED WITHIN 7.5 80mm PARKING BAY
LOT 3 ON SP264909 A PS02 GIVE WAY (R1-2A)
7.0
C106 PAVEMENT ARROW PS03 PEDESTRIAN CROSSING (W6-1A)
P01 P02
TIE PROPOSED FOOTPATH PS04 GIVE WAY (R1-2A)
03 02 01 SMOOTHLY TO EXISTING
REFER IPWEAQ STD DRG
5.9%
0
RS-065
6.
5.400
7.4
7.0
PS01 PS02
04 CARPARK SETOUT TABLE FOOTPATH SETOUT TABLE
7.3
05 14 P03 P04
2.500 7.0 SETOUT_NO EASTING NORTHING LEVEL EX. LEVEL DIFF. SETOUT_NO EASTING NORTHING LEVEL
TYPICAL 01 200.0390 425.4914 7.5000 7.5000 0.0000 P01 203.5717 424.2148 7.6500
5.800
7.2
C
6.
PROPOSED 1100mm HIGH
5
TUBULAR STEEL FENCE C106 02 166.2083 455.7675 6.7000 6.5000 0.2000 P02 205.3984 423.1226 7.8070
AS TYPE 2 AS PER
7.1
PROPOSED CONCRETE 03 164.6435 457.1680 6.7500 6.4000 0.3500 P03 198.2268 419.8665 7.2920
IPWEAQ STD DRG GS-044 5.5 13 P05 P06
DRIVEWAY IN 04 161.0423 453.1441 6.6930 6.0400 0.6530 P04 199.7359 418.5159 7.4270
6.
0
ACCRDANCE WITH 05 160.4462 453.6776 6.7120 6.0000 0.7120 P05 193.6710 416.1602 7.1580
5.400
7.0
5.800 IPWEAQ STD DRG RS-051
6.5 P07 P08 06 145.5082 436.9858 6.4760 4.9500 1.5260 P06 195.1801 414.8096 7.1200
18
RP151412 B 07 146.1043 436.4523 6.4570 4.9400 1.5170 P07 191.3145 414.2431 7.0400
6.9
C106 08 142.5032 432.4284 6.4000 4.7500 1.6500 P08 192.6994 412.7915 6.9950
3.9%
5.400
09 144.0680 431.0279 6.3500 4.7750 1.5750 P09 186.1129 408.4308 6.7360
PROPOSED RETAINING 6.8 PS03
10 177.8987 400.7518 6.6000 5.6500 0.9500 P10 187.6032 407.0970 6.6860
WALL, REFER SHEET C104
PS04 11 181.4998 404.7757 6.7460 5.9000 0.8460 P11 182.2450 404.1088 6.5790
FOR WALL HEIGHTS 12 P09 P10
6.0 2.500
6.0
12 185.3677 409.0977 6.9030 6.3750 0.5280 P12 183.7353 402.7751 6.5290
TYPICAL
5.800
D 13 192.5700 417.1455 7.1950 7.0000 0.1950 P13 173.5756 394.4216 5.2970
6.7
C106 14 196.4379 421.4675 7.3520 7.4100 -0.0580 P14 175.0660 393.0879 5.3370
5.0
CLEARANCE TO OVERHEAD
06 11 P11 P12
BEAM TO BE DETERMINED
07 G E
6.6
5.400
C107 C107 PROPOSED CONCRETE DRIVEWAY
5.5 RAMP, GENERALLY IN ACCORDANCE
10 WITH IPWEAQ STD DRG RS-051
08 09
9.8%
PROPOSED 2.0m WIDE CONCRETE
O
PROPOSED 600x600 F
C
FIELD INLET REFER FOOTPATH IN ACCORDANCE WITH
C107 ASPHALT TYPE DG10, 30mm MIN
O
IPWEAQ STD DRG DS-050 5.0 IPWEAQ STD DRG RS-065
C
450
COMPACTED DEPTH ON ON BITUMEN PRIME
PROPOSED Ø450 RCP D D D D D D D D D D D D D PRE-SEAL INSPECTION
D D
450
STORMWATER OUTLET PIPE BASE COURSE: UNBOUND PAVEMENT TYPE 2.1 (CBR 60)
125
DESIGN DEPTH
MINIMUM COMPACTION: 100% MDD
PROPOSED SLOPING FACE 4.5
P13 P14 PROPOSED 600x600 FIELD INLET
HEADWALL, TO SUIT Ø450 PIPE REFER IPWEAQ STD DRG DS-050 SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.3 (CBR 45)
125
5.0 MINIMUM COMPACTION: 100% MDD
19
WATER QUALITY/DETENTION BASIN IN PROPOSED 1100mm HIGH SUBGRADE INSPECTION
RP151412 TIE PROPOSED FOOTPATH NATURAL SUBGRADE 100% MDD
ACCRODANCE WITH AQUAINTEL STORMWATER TUBULAR STEEL FENCE SMOOTHLY TO EXISTING
MANAGEMENT PLAN. REFER WATER BY
DESIGN BIORETENTION TECHNICAL DESIGN
AS TYPE 2 AS PER
IPWEAQ STD DRG GS-044 * TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT
GUIDELINES FOR PLANTING REQUIREMENTS. MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER
REFER DETAILS ON SHEET C106 PROPOSED Ø450 RCP AFTER TESTING OF THE INSITU SUBGRADE
STORMWATER OUTLET PIPE
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
MDD : STANDARD MAXIMUM DRY DENSITY
REFER PAVEMENT NOTES
NOTES:
· REFER SHEET C105 FOR RETAINING
WALL HEIGHTS AND DETAILS
PAVEMENT DESIGN
1
· GANTRY HEIGHT CLEARANCE TO BE 0 2 4 6 8 10m
RP802360
CONFIRMED PRIOR TO
CONSTRUCTION DRAWING ISSUE 1:200 (A1) 1:400 (A3)
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE GENERAL ARRANGEMENT PLAN AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C104
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
4 of 8 A
Page 5
EXISTING FEATURES PROPOSED WORKS
8.0
CONTOUR MAJOR (1.0m INTERVAL) CONTOUR MAJOR (1.0m INTERVAL)
0
7.0
7.
CONTOUR MINOR (0.5m INTERVAL) CONTOUR MINOR (0.25m INTERVAL)
EXISTING BUILDING KERB AND CHANNEL KERB AND CHANNEL TYPE B1 REFER
1
EDGE OF BITUMEN IPWEAQ STD DRG RS-080
RP138403
8.
TOP OF BANK CONCRETE INVERT REFER IPWEAQ STD
5
BOTTOM OF BANK DRG RS-080
TIMBER SLEEPER FENCE EDGE OF BITUMEN
TIMBER FENCE BLOCKWORK RETAINING WALL - REFER RW1
CHAINWIRE FENCE TOP OF BANK
STORMWATER BOTTOM OF BANK
ELECTRICAL SUBSOIL DRAIN
SEWER 1100m HIGH TUBULAR FENCE
SEWER RISING MAIN ASPHALT PAVEMENT REFER PAVEMENT
8.0 SPEC
D EXISTING Ø450 PIPE FROM COUNCIL
RESERVE WORKS SIGNAGE - REFER SIGN SCHEDULE
450 450 450
PROPOSED STORMWATER INFRASTRUCTURE
7.0
PROPOSED SLOPING FACE HEADWALL
7.5
17
RP151412
EXISTING
TELECOMMUNICATION
TOWER
EARTHWORKS VOLUMES
CUT 8.10 m3
6.5
7.5 FILL 1010 m3
7.5 BALANCE 1001.90 m3
200
7.0 SERIES
W
H 2.4% MAX
:0 CUT FILL
.3
50
N12-400 HORIZONTAL
0
AND N12 TO TOP AND
6.
W
7.4
BOTTOM COURSE
7.0
H
: 0 0.7
W
.6 12
H
:
53
7.3
7.0 FREE DRAINING BARS 1
H1 (1800 MAX)
GRANULAR BACKFILL
7.2
APPROVED BITUMINOUS PAINT,
6.
5
BANDAGE AT JOINTS AND 55 COVER
INTERSECTION WITH FOOTING,
7.1
LAPPING 100mm MIN ONTO FOOTING
5.5 BARS 1 (700 LAPS)
6.
0
Ø100 AGRIC. DRAIN IN
7.0
300x300 GRAVEL (20mm) SCABBLE FOOTING AT
6.5 WRAP IN GEOTEXTILE TO
18 WALL CORE HEIGHT
RP151412 APPROVED OUTLET
6.9
CLEAN OUT BLOCK
6.8
250
H1 W1 BARS 1 D1 PROVIDE VERTICAL CONTROL JOINTS
6.0
6.0
1000 800 N12-400 200 (V.C.J) TO ALL BLOCK WALLS, AT 6.0m
MAX CRS. PROVIDE N12-400 CORNER
6.7
W 1400 1200 N16-400 200
H BARS TYPICAL WITH 450 LAPS EACH END
W
:0
D1
H
5.0 .8 1600 1400 N16-400 300
:1
46 BARS 1
.5 : 1
1800 1600 N16-200 300
W
26 .5
H
N12-300
6.6 W 450 LAPS
1
W H
7
H :0
:1 .9 300
.6 5.5 50
50
W1
5.0
RETAINING WALL - RW1
450
D D D D D D D D D D D D D D D 1:20 @ A1 | 1:40 @ A3
450
20.10 CONTROL 20.09 CONTROL
800 MAX
JOINT BLOCK JOINT BLOCK FOOTING REINFORCEMENT
STEP
4.5 AS DETAILED
19
RP151412
5.0
250
SERIES
200
250
1
1
COGGED BARS SAME AS
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
ELASTOMERIC SEALANT VERTICAL FOOTING REINFORCEMENT
EACH SIDE OF JOINT REINFORCEMENT EQUAL TO (600 LAPS)
EACH SIDE OF JOINT STEP HEIGHT
1
RP802360
0 2 4 6 8 10m VERTICAL CONTROL JOINT TYPICAL FOOTING STEP
1:200 (A1) 1:400 (A3) 1:10 @ A1 | 1:20 @ A3 1:20 @ A1 | 1:40 @ A3
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE EARTHWORKS PLAN AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C105
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
5 of 8 A
Page 6
5.400 5.800 5.400 5.400 5.800 5.400
PARKING BAY AISLE PARKING BAY PARKING BAY AISLE PARKING BAY
FALL VARIES
EXISTING SURFACE PROPOSED BIO BASIN REFER
SHEET C107 FOR DETAILS
SECTION A
1:10 @ A1 | 1:20 @ A3 S103
5.800 2.500 x 17 = 42.500
AISLE PARKING BAYS 1.000 2.000
PROPOSED 1100mm HIGH
TUBULAR STEEL FENCE
AS TYPE 2 AS PER
IPWEAQ STD DRG GS-044
FALL VARIES
FALL
PROPOSED BLOCKWORK
RETAINING WALL
PROPOSED 600mm WIDE PROPOSED 2.0m WIDE
CONCRETE INVERT IN EXISTING SURFACE CONCRETE FOOTPATH IN
ACCORDANCE WITH IPWEAQ ACCORDANCE WITH
STD DRG RS-080 IPWEAQ STD DRG RS-065
SECTION B
1:10 @ A1 | 1:20 @ A3 S103
2.000 2.000
CONCRETE CONCRETE
1.900 NOM FOOTPATH 2.600 NOM 1.000 FOOTPATH 3.500 RAMP
5 FALL
28
4
FALL 27
82
7
8
7. 2
65
17
7.
07
6.
6.
0
7.
6
00
6.
2.5% 2.5% 16.67%
7.
8.4% 2.5%
0
16.67%
00
6.
EXISTING SURFACE EXISTING SURFACE TIE PROPOSED CONCRETE
RAMP SMOOTHLY TO EXISTING
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
SECTION C SECTION D
1:50 @ A1 | 1:100 @ A3S103 1:50 @ A1 | 1:100 @ A3S103
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE SECTIONS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C106
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
6 of 8 A
Page 7
500 2.750 500 2.750
PROPOSED 1100mm HIGH PROPOSED 1100mm HIGH
TUBULAR STEEL FENCE TUBULAR STEEL FENCE
AS TYPE 2 AS PER AS TYPE 2 AS PER
IPWEAQ STD DRG GS-044 IPWEAQ STD DRG GS-044
PROPERTY BOUNDARY
CARPARK RL 6.400 CARPARK RL 6.400
Q100 DETENTION: RL 6.100 Q100 DETENTION: RL 6.100
WIER RL: 6.100
1 1 1 1
1 EXT. DETENTION: RL 5.700 1 1 1
3.0m WIDE GROUTED STONE RL 5.700
WATER QUALITY EXTENDED
PITCHED WIER (STONE SIZE:
DETENTION DEPTH (300mm)
75-100mm) IN ACCORDANCE RL 5.400
WITH IPWEA STD DRG DS-076
FILTER MATERIAL (400mm) 2.5% 600x600 BASIN OUTLET PIT
RL 5.100 WITH RAISED GRATED TOP
RL 5.000 TRANSITIONAL LAYER (100mm)
DRAINAGE LAYER (200mm)
RL 4.700 RL 4.700
4.550 NOM
Ø100 uPVC SLOTTED
INFILTRATION PIPE WITH 50mm
COVER IN 10mm FREE DRAINING
GRAVEL (500mm SPACING)
SECTION E SECTION F
1:20 @ A1 | 1:40 @ A3 S103 1:20 @ A1 | 1:40 @ A3 S103
NOTE: CONTRACTOR TO ENSURE ALL BIO
RETENSION BASIN HOLD POINTS NOMINATED
BY NOOSA SHIRE COUNCIL ARE ADDRESSED 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
LIGHTLY COMPACTED. THE FILTER MATERIAL SHALL COMPLY WITH THE FOLLOWING:
PROPOSED RETAINING UNDERDRAIN CLEANOUT 600x600 BASIN OUTLET PIT PLANT LOMANDRA ON BATTERS
WALL REFER RW1 DETAIL REFER IPWEAQ STD DRG WITH RAISED GRATED TOP AND FILTER MEDIA AT RATE OF MATERIAL: SANDY LOAM OR APPROVED EQUIVALENT WITH
ON SHEET C105 DS-070 4 PLANTS PER SQUARE METRE
HYDRAULIC CONDUCTIVITY OF OF 180mm/h AND BE
FREE FROM RUBBISH AND DETRITUS MATERIAL.
PARTICLE SIZE TYPICAL SOIL COMPOSITION WOULD BE
CLAY 5 - 10%
SILT <30%
SAND 50 - 70%
ORGANIC CONTENT ACCEPTABLE RANGE BETWEEN 5% & 10% MEASURED
WATER QUALITY
EXTENDED DETENTION IN ACCORDANCE WITH AS 1289 4.1.1.
DEPTH (300mm)
pH 6.0 - 7.5. SILICEOUS MATERIAL MAY BE LOWER.
FILTER MATERIAL
(400mm) TRANSITIONAL LAYER SHALL BE WELL GRADED SAND OR COURSE SAND.
TRANSITIONAL LAYER (100mm) THE GRADING SHALL COMPLY WITH THE FOLLOWING CRITERIA:
DRAINAGE LAYER (200mm) % PASSING 1.0mm 100%
0.7mm 80%
0.5mm 8.4%
WITH A HYDRAULIC CONDUCTIVITY OF 1800mm/h.
DRAINAGE LAYER SHALL BE A WELL GRADED COARSE SAND
135° BENDS Ø450 RCP OUTLET PIPE Ø100 uPVC SLOTTED SCREENINGS (2mm OR 5mm) AND SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY
TO REGULATE OUTFLOW INFILTRATION PIPE WITH 50mm
OF 3600mm/h.
COVER IN 10mm FREE DRAINING
GRAVEL (500mm SPACING)
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
PLANTING PALETTE AS PER LANDSCAPE PLANS
SECTION G
1:50 @ A1 | 1:100 @ A3S103
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE BASIN DETAILS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C107
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 24.10.18 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
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
7 of 8 A
The text continues on page 8.