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20220156 Kauri St OPW
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 LOCALITY PLAN n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES HYDRAULICS: TBC NOT TO SCALE 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 r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH DRAWING SCHEDULE APPROVAL) IMPLEMENTATION OF THE TMP. s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO DRAWING NUMBER DRAWING TITLE REVISION 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 C01 COVER SHEET AND LOCALITY PLAN C COUNCIL. GENERAL NOTES C10 EXISTING SITE SERVICES LAYOUT PLAN C 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT 1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 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. C20 EROSION AND SEDIMENT CONTROL LAYOUT PLAN AND DETAILS C TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. 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. C30 BULK EARTHWORKS LAYOUT PLAN C WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013). C31 BULK EARTHWORKS SECTIONS C ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. 4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE C32 BULK EARTHWORKS SECTIONS #2 C TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY C33 BULK EARTHWORKS SECTION #3 C ADDITIONAL COSTS INCURRED BY RECOR. 5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR C40 STORMWATER CATCHMENT LAYOUT PLANS C ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND C50 ROADS AND DRAINAGE LAYOUT PLAN C LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO C51 ROADS AND DRAINAGE DETAILS C LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL C52 ROADS AND DRAINAGE DETAILS #2 C CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF C53 ROAD AND DRAINAGE LONG SECTIONS C CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. C54 ROAD AND DRAINAGE LONG SECTIONS #2 C 7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, C55 TYPICAL DRIVEWAY SECTIONS C GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO C56 RETAINING WALL DETAILS C AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. C60 VEHICLE SWEPT PATHS 1 OF 3 C 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY REQUIREMENTS. C61 VEHICLE SWEPT PATHS 2 OF 3 C 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO C62 VEHICLE SWEPT PATHS 3 OF 3 C NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN 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 C B 19/12/22 28/10/22 POD A UPDATE RFI ISSUE BRP BRP BRP BRP COOROY, QLD, 4563 BEN PARRY LOCALITY PLAN AND RPEQ: 28084 37 MARY ST NOOSAVILLE, QLD 4566 A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE: CPEng NER OPERATIONAL WORKS +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP AS INDICATED DATE: 19/12/22 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK C01 20220156 A1 C
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DESIGN AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO
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EXISTING SIDE ENTRY PIT
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28/10/22
POD A UPDATE
RFI ISSUE
BRP
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COOROY, QLD, 4563 BEN PARRY LAYOUT PLAN AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
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1:200 DATE: 19/12/22
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SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C10 20220156 A1 C
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SEDIMENT CONTROL TEMPORARY CONSTRUCTION ENTRY/EXIT
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
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
(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
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 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY CONTROL LAYOUT PLAN AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
AND DETAILS OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 19/12/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C20 20220156 A1 C
Page 4
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
EW LEGEND
Lower_value Upper_value Colour CONSTRUCTION IF NOT SUPPLIED.
2. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
-2.2 to -2.1 m EARTHWORKS COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS
-2.1 to -2.0 m DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT
BE USED IN STRUCTURAL FILL.
-2.0 to -1.9 m 4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED
DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT
-1.9 to -1.8 m CONTRACTORS EXPENSE.
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
-1.8 to -1.7 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
-1.7 to -1.6 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
-1.6 to -1.5 m
DISCHARGE TO A CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
N
-1.5 to -1.4 m 7. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND
LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION
-1.4 to -1.3 m AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
8. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE
-1.3 to -1.2 m LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL
SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND
-1.2 to -1.1 m CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A
MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
-1.1 to -1.0 m 9. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
10. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE,
-1.0 to -0.9 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
-0.9 to -0.8 m REQUIREMENTS OF GEOTECHNICAL REPORT.
11. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
-0.8 to -0.7 m
12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE
28.00m 27.99m 27.99m
-0.7 to -0.6 m
WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL
GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
-0.6 to -0.5 m CUT AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE
PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
-0.5 to -0.4 m 13. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY
DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS
-0.4 to -0.3 m (PRIOR TO COMPACTION).
14. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL
-0.3 to -0.2 m HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN
ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
-0.2 to -0.1 m 15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
31
A
16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
-0.1 to 0.0 m
17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
0.00m
76.34m
0.0 to 0.1 m 18. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE
DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
0.1 to 0.2 m 19. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT)
AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
0.2 to 0.3 m 20. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A
SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES
0.3 to 0.4 m WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR
0.4 to 0.5 m AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
0.5 to 0.6 m FILL
TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT
1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL ENGINEER. PERMANENT
0.6 to 0.7 m
CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
0.00m 0.00m 0.00m 23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
0.7 to 0.8 m
24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER
0.8 to 0.9 m THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
B C D
32 33 25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH
32
0.9 to 1.0 m SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
26. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING
1.0 to 1.1 m STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST
GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
1.1 to 1.2 m 27. EARTHWORKS LEVELS SHOWN ARE NOMINALLY 200MM BELOW FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER.
CONTRACTOR TO CONFIRM FINISHED SURFACE LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
1.2 to 1.3 m THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM EARTHWORKS SURFACE LEVEL.
28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS.
1.3 to 1.4 m
CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING
OPERATIONS.
1.4 to 1.5 m
29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
TOTAL CUT -923.275 m³
TOTAL FILL 418.140m³
TOTAL BALANCE -505.135m³
IE EXCESS OF CUT OVER FILL 505.135m³
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 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY LAYOUT PLAN AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 19/12/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C30 20220156 A1 C
Page 5
FINISHED SURFACE LEVEL
EXISTING 150mm SEWER
CONCRETE ENCASE
NEW 150mm STORMWATER LINE IAD1
IL: 113.23m
IL: 115.18m
390mm COVER TO
710mm COVER TO FINISHED SURFACE
FINISHED SURFACE
RETAINING TO STRUCTURAL
ENGINEERS SPECIFICATION
NEW 225mm STORMWATER LINE A
IL: 112.83m
VIP RL 116.2
VIP RL 116.2
700mm COVER TO FINISHED SURFACE
NEW 150mm STORMWATER LINE IAD2
IL: 111.59m
RL 113.585
VIP RL 113.555
365mm COVER TO FINISHED SURFACE
VIP RL 113.6
VIP RL 113.6
112.6
RL 112.6
RL 111.966
VIP RL 111.904
VIP RL 111.827
VIP RL 111.95
VIP RL 111.95
VIP RLVIP
VIP RL 110.844
VIP VIP
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 4.4% 0% -1012.2% 0% -1.7% 0.9%-979% 0% -578.7%
-1.8% 1.7% 0% -5%-101.1%
-5.3%
VERTICAL GEOMETRY LENGTH (m) 6 7.37 0.26 6.28 2.72 3.6 0.1 25.59 0.11 3.52 2.75 13.94 2.47 0.97
0.66
DATUM RL = 106.100
115.936
116.200
116.200
116.200
113.600
113.600
113.598
113.555
113.585
112.600
112.600
112.600
112.600
112.600
111.966
111.904
111.950
111.950
111.950
111.950
111.827
110.844
110.809
FINISHED EW LEVEL
116.097
115.660
115.354
115.090
115.070
114.544
114.537
114.338
114.043
114.035
113.731
113.033
112.372
112.233
112.225
111.988
111.792
111.690
111.115
110.994
110.890
110.845
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.161
-1.470
-0.944
-0.939
-0.784
-0.458
-1.435
-1.131
-0.433
-0.259
-0.084
-0.002
0.540
0.846
1.110
0.228
0.367
0.158
0.260
0.835
0.956
0.936
CONTROL LINE CHAINAGE
13.373
19.907
22.629
26.234
26.334
51.921
52.031
55.554
58.304
72.248
74.716
75.689
76.345
6.003
13.63
10
20
30
40
50
60
70
0
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION A
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 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY SECTIONS AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 19/12/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C31 20220156 A1 C
Page 6
NEW 150mm STORMWATER LINE IAD2
IL: 112.26m
390mm COVER TO FINISHED SURFACE
NEW 150mm STORMWATER LINE IAD1
IL: 113.48m
210mm COVER TO FINISHED
VIP RL 113.925
VIP RL 113.9VIP RL 115.828
SURFACE RETAINING TO STRUCTURAL RETAINING WALLS
ENGINEERS SPECIFICATION TO STRUCTURAL
ENGINEERS
VIP RL 112.253
VIP RL 112.6
VIP RL 112.6
SPECIFICATION
114.076
RL 113.904
VIP RL 114.07
VIP RL 113.672
VIP RL 113.655
VIP RL 113.647
EXCAVATION FOR
113.9
113.6
113.6
ATTENUATION TANK
VIP RL 110.949
VIP RL 110.949
RL 113.3
113.3
RLRL
RLRL
VIP VIP
VIP
VIP
VIP
VIP
FINISHED SURFACE LEVEL
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
25.3%
VERTICAL GEOMETRY GRADE (%) 15.7%
-99.5%
8.2%-1.1% 0.5%-1000% -0% 99.8% 0% 100.9% 0% 1000%5%
VERTICAL GEOMETRY GRADE (%) 13.8%
-98.1% 0% 96.7% 0% 1172.3%
7.3%
VERTICAL GEOMETRY LENGTH (m) 0.08
0.1
0.412.44 1.51 0.06 6.79 0.3 6.33 0.3 6.69 0.19
1.81
0.98 VERTICAL GEOMETRY LENGTH (m) 0.02
1.33 4.54 1.71 19.4 0.11
0.88
DATUM RL = 108.700 DATUM RL = 106.400
114.053
114.070
114.076
113.672
113.647
113.655
113.904
113.300
113.300
113.300
113.600
113.600
113.900
113.900
113.900
115.828
115.918
FINISHED EW LEVEL
112.250
112.253
110.949
110.949
112.600
112.600
112.600
112.600
113.925
113.989
FINISHED EW LEVEL
114.053
114.069
114.076
114.110
114.281
114.378
114.436
114.439
114.684
114.808
114.824
115.366
115.392
115.451
115.818
115.828
115.918
EXISTING SURFACE LEVEL
112.289
112.528
112.617
112.747
113.404
113.916
113.925
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.437
-0.635
-0.723
-0.532
-1.139
-1.384
-1.509
-1.224
-1.766
-1.492
-1.551
-1.918
CUT / FILL DEPTH
0.000
0.000
0.000
0.000
0.000
-1.341
-1.579
-0.017
-0.147
-0.804
-1.316
0.000
CONTROL LINE CHAINAGE
12.381
12.682
19.008
19.305
26.193
CONTROL LINE CHAINAGE
26.997
27.987
0.103
0.186
0.592
3.035
4.543
5.526
5.586
1.349
5.892
7.599
27.11
0.02
10
20
26
28
10
20
0
0
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION B
A1 SCALE: H 1:200, V 1:100 LONGITUDINAL SECTION C
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 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY SECTIONS #2 AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 19/12/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C32 20220156 A1 C
The text continues on page 7.