Council archive · source document
20220156 9 Kauri St OPW Plans · OPW22/0207
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RESIDENTIAL TOWNHOUSE DEVELOPMENT 9 KAURI STREET, COOROY, QLD 4563 Lot 2 on RP840262 CIVIL WORKS NOTE: VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS, ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR. 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND a. PRESTART OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION. b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS EROSION CONTROL MEASURES UNSUITABLE GROUND COMMENCING ON SITE. c. SIDE AND CUT OFF DRAINS 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. f. STORMWATER STRUCTURE BASE SLABS 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE g. SEWER RETICULATION APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS h. WATER RETICULATION AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE i. PAVEMENT SUBGRADE OR REMOVE FROM SITE AS DIRECTED. j. PAVEMENT REINFORCING 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING k. PAVEMENT PRIOR TO SEALING (PRESEAL) CONSULTANTS/CONTRACTORS DRAWINGS: l. RETAINING WALL FOOTING REINFORCING SURVEYOR: DSQ LAND SURVEYORS m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL ARCHITECT: AND DESIGN n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES HYDRAULICS: TBC o. PRACTICAL COMPLETION STRUCTURAL: RECOR CONSULTING p. ON MAINTENANCE LANDSCAPE: TBC q. OFF MAINTENANCE 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH LOCALITY PLAN APPROVAL) IMPLEMENTATION OF THE TMP. s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO NOT TO SCALE 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS THEIR CERTIFICATION SCHEME RECEIVED FOR THE PROJECT 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY DRAWING SCHEDULE COUNCIL. GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT DRAWING NUMBER DRAWING TITLE REVISION FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT 2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. C01 COVER SHEET AND LOCALITY PLAN A 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND 3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND APPROVALS ON SITE AT ALL TIMES. WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA C10 EXISTING SITE SERVICES LAYOUT PLAN A 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013). ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. C20 EROSION AND SEDIMENT CONTROL LAYOUT PLAN AND DETAILS A 4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY C30 BULK EARTHWORKS LAYOUT PLAN A REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. C31 BULK EARTHWORKS SECTIONS A 5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE C32 BULK EARTHWORKS SECTIONS #2 A PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY C33 BULK EARTHWORKS SECTION #3 A DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. C40 STORMWATER CATCHMENT LAYOUT PLANS A 6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS C50 ROADS AND DRAINAGE LAYOUT PLAN A INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR C51 ROADS AND DRAINAGE DETAILS A AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE C52 ROADS AND DRAINAGE DETAILS #2 A RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. C53 ROAD AND DRAINAGE LONG SECTIONS A 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE C54 ROAD AND DRAINAGE LONG SECTIONS #2 A CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. C55 TYPICAL DRIVEWAY SECTIONS A 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY REQUIREMENTS. C60 VEHICLE SWEPT PATHS LAYOUT - VISITOR BAYS 1 &2 A 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN C61 VEHICLE SWEPT PATHS LAYOUT - UNITS 2,4 & 10 A SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED RESIDENTIAL DEVELOPMENT SUNSHINE GROVE PTY LTD TITLE: STATUS: 9 KAURI STREET COVER SHEET AND MATERIAL CHANGE OF USE © ABN 89 647 469 707 COOROY, QLD, 4563 JARO BAULEKA LOCALITY PLAN AND RPEQ: 20693 37 MARY ST NOOSAVILLE, QLD 4566 A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE: CPEng OPERATIONAL WORKS +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP AS INDICATED DATE: 10/08/22 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK C01 20220156 A1 A
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Section 2
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THIS PLAN ARE INCLUDED IN THE CONTRACT.
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3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD, PRIOR
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6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND
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Section 3
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CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
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PROPOSED RESIDENTIAL DEVELOPMENT
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SUNSHINE GROVE PTY LTD TITLE: STATUS:
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EXISTING SITE SERVICES MATERIAL CHANGE OF USE
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9 KAURI STREET
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© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA LAYOUT PLAN AND
RPEQ: 20693
37 MARY ST OPERATIONAL WORKS
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A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
NOOSAVILLE, QLD 4566 CPEng
AS INDICATED DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
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+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
DATE: 10/08/22
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SIZE:
C10 20220156
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RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK A1 A
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Section 4
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SEDIMENT CONTROL TEMPORARY CONSTRUCTION ENTRY/EXIT
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11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
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1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
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(IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS. DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING
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1. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
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INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL
BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS. REVEGETATION
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED 12. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
AND EFFECTIVE PRIOR TO: BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
a. STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE. OPERATION AND MAINTENANCE
c. SERVICES INSTALLATION. 13. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
d. PAVEMENT CONSTRUCTION · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE SEDIMENT AND EROSION CONTROL:
· WITHIN 24 HOURS OF EXPECTED RAIN; AND CONTRACTOR TO ALLOW FOR PROVISION OF ALL
SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS. · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SITE). REQUIRED SEDIMENT AND EROSION CONTROL
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS. 16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING DEVICES IN ACCORDANCE WITH NOOSA SHIRE
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF TABLE: COUNCIL POLICIES AND GUIDELINES
THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS MAINTENANCE SCHEDULE
TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL TIMEFRAME FOR COMPLETION LEGEND
ESC MEASURES MAINTENANCE TRIGGER
PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT. OF MAINTENANCE
|S| SEDIMENT FENCE
WHEN SETTLED SEDIMENT
9. OVERALL SEDIMENT BASIN WITHIN 7 DAYS OF THE
EXCEEDS THE VOLUME OF THE
a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. (WHERE UTILISED) INSPECTION
SEDIMENT STORAGE ZONE
CONSTRUCTION ENTRY
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE OTHER ESC 1/3 OF THE CAPACITY OF ESC
EARTHWORKS. BY THE END OF THE DAY
MEASURES MEASURES IS EXCEEDED
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS. REPORTING STOCKPILE LOCATION
17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPROVAL
SEDIMENT FENCE BY THE SUPERINTENDENT.
10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
9 KAURI STREET EROSION AND SEDIMENT MATERIAL CHANGE OF USE
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA CONTROL LAYOUT PLAN AND
RPEQ: 20693
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng
AND DETAILS OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 10/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C20 20220156 A1 A
Section 5
EARTHWORKS NOTES
EW LEGEND
Lower_value Upper_value Colour 1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
-3.0 to -2.9 m
2. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
EARTHWORKS COMMENCING.
-2.9 to -2.8 m
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS
DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT
-2.8 to -2.7 m
BE USED IN STRUCTURAL FILL.
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED
-2.7 to -2.6 m DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT
CONTRACTORS EXPENSE.
-2.6 to -2.5 m
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
-2.5 to -2.4 m COMPACTION EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH DRUM ROLLER). CARE MUST BE
TAKEN TO ENSURE THERE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE
-2.4 to -2.3 m WITH GEOTECHNICAL REPORT AND AS1289.
6. TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL BATTERS GRADING
-2.3 to -2.2 m DISCHARGE TO A CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
7. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND
-2.2 to -2.1 m LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION
AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
-2.1 to -2.0 m 8. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE
LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL
-2.0 to -1.9 m SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND
CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A
-1.9 to -1.8 m MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
9. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
28.00
-1.8 to -1.7 m
10. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE,
m
-1.7 to -1.6 m
INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING WALLS ARE TO
BE PREPARED IN ACCORDANCE WITH STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
-1.6 to -1.5 m
REQUIREMENTS OF GEOTECHNICAL REPORT.
11. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
27.99
-1.5 to -1.4 m 12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE
WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL
-1.4 to -1.3 m
m GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE
-1.3 to -1.2 m PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
13. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY
0
27.99 DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS
-1.2 to -1.1 m
.
m
0
(PRIOR TO COMPACTION).
-1.1 to -1.0 m
0
14. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL
HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN
m
-1.0 to -0.9 m ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
-0.9 to -0.8 m
16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
-0.8 to -0.7 m 17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
18. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE
-0.7 to -0.6 m DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
19. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT)
-0.6 to -0.5 m AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
20. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A
-0.5 to -0.4 m SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES
WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
-0.4 to -0.3 m
0.00m 21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR
76
AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
-0.3 to -0.2 m
22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
.
TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT
3
-0.2 to -0.1 m
1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL ENGINEER. PERMANENT
4
-0.1 to 0.0 m
0.00m CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
m
23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
0.0 to 0.1 m 24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER
THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
0.1 to 0.2 m 25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH
0.00m
SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
0.2 to 0.3 m
26. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING
STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST
0.3 to 0.4 m
GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
27. EARTHWORKS LEVELS SHOWN ARE NOMINALLY 200MM BELOW FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER.
0.4 to 0.5 m
CONTRACTOR TO CONFIRM FINISHED SURFACE LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM EARTHWORKS SURFACE LEVEL.
0.5 to 0.6 m
28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS.
0.6 to 0.7 m CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING
OPERATIONS.
0.7 to 0.8 m 29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
0.8 to 0.9 m
0.9 to 1.0 m
1.0 to 1.1 m
1.1 to 1.2 m
1.2 to 1.3 m
Total cut -1250.209
1.3 to 1.4 m Total fill 275.75
Total balance -974.46
1.4 to 1.5 m ie excess of cut over fill 974.46
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA LAYOUT PLAN AND
RPEQ: 20693
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 10/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C30 20220156 A1 A
Section 6
RETAINING WALLS TO STRUCTURAL
ENGINEERS SPECIFICATION
VIP RL 115.965
NEW 225mm STORMWATER LINE A
IL: 113.33m
400mm COVER TO FINISHED SURFACE
VIP RL 113.766
VIP RL 113.741
VIP RL 113.9
VIP RL 113.9
VIP RL 112.6
RL 112.6
111.966
VIP RL 111.904
VIP RL 111.95
VIP RL 111.95
VIP RL 111.795
VIP
VIP RL
NEW 150mm STORMWATER LINE IAD1
IL: 113.61m
340mm COVER TO FINISHED SURFACE
EXISTING 150mm SEWER
IL: 113.23m
560mm COVER TO FINISHED SURFACE
NEW 150mm STORMWATER LINE IAD2
IL: 111.59m
365mm COVER TO FINISHED SURFACE
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) -7.3%
-771.3% 0% -5.7%1%
-100.2% 0% -578.7%
-1.8%1.7% 0% -5%
-279.3%
VERTICAL GEOMETRY LENGTH (m) 1.8
0.27 17.81 2.8 2.491.16 25.59 0.113.52 2.75 13.94 3.1 1
DATUM RL = 105.900
116.097
115.965
113.900
113.900
113.900
113.893
113.741
113.766
112.600
112.600
112.600
112.600
112.600
111.966
111.904
111.950
111.950
111.950
111.950
111.795
109.013
FINISHED EW LEVEL
116.097
115.966
115.947
115.354
114.546
114.537
114.334
114.145
114.035
113.731
113.033
112.372
112.233
112.225
111.988
111.792
111.690
111.115
110.994
110.865
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.001
-2.047
-1.454
-0.646
-0.644
-0.594
-0.379
-1.435
-1.131
-0.433
-0.259
-0.084
0.000
0.228
0.367
0.158
0.260
0.835
0.956
0.930
CONTROL LINE CHAINAGE
19.882
25.171
26.334
51.921
52.031
55.554
58.304
72.248
75.349
76.345
1.803
2.071
22.68
10
20
30
40
50
60
70
0
A3 SCALE: H 1:500, V 1:100
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA SECTIONS AND
RPEQ: 20693
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 10/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C31 20220156 A1 A
The text continues on section 7.
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