Original source · versioned page text
24-099 RENE (58) - Fullset [B]
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT
58 RENE STREET, NOOSAVILLE, QLD 4566
E.J. GRECH & ASSOCIATES PTY. LTD.
PRE-START MEETING
PRIOR TO COMMENCEMENT OF WORKS A PRE-START MEETING MUST BE HELD ON
SITE. THE FOLLOWING REPRESENTATION SHALL BE INVITED TO ATTEND; Sheet List Table
· NOOSA SHIRE REGIONAL COUNCIL
· CIVIL CONTRACTOR Sheet Number Sheet Title Drawing Revision
· SUPERVISING ENGINEER
· ALL RELEVANT REFERRAL AGENCIES C000 COVERPAGE AND DRAWING INDEX B
· OTHER SERVICES PROVIDERS (TELSTRA, ERGON, ETC) C005 GENERAL NOTES B
C010 CIVIL ENGINEERING SAFETY IN DESIGN B
RPEQ CERTIFICATION C200 EROSION AND SEDIMENT CONTROL PLAN B
C205 EROSION AND SEDIMENT CONTROL GENERAL NOTES B
THE CONTRACTOR IS RESPONSIBLE IN CONTACTING NAXOS ENGINEERS - CIVIL
DEPARTMENT ON 1300 598 544 TO ARRANGE INSPECTIONS (48 HOURS NOTICE). C210 EROSION AND SEDIMENT CONTROL SILT FENCE DETAILS B
C211 EROSION AND SEDIMENT CONTROL SHAKE DOWN DEVICE DETAILS B
THESE INSPECTIONS ARE REQUIRED TO ATTAIN CONSTRUCTION CERTIFICATES FOR
"ON MAINTENANCE" AND PLAN SEALING C212 EROSION AND SEDIMENT CONTROL INLET PROTECTION DETAILS B
C213 EROSION AND SEDIMENT CONTROL ROCK CHECK DAM DETAILS B
C300 EARTHWORKS LAYOUT PLAN B
C305 EARTHWORKS GENERAL NOTES B
C310 EARTHWORKS SECTIONS SHEET 1 OF 2 B
C315 EARTHWORKS SECTIONS SHEET 2 OF 2 B
C400 GROUND FLOOR FINISHED GRADING PLAN B
C405 STORMWATER GENERAL NOTES AND DETAILS B
BASEMENT FLOOR FINISHED GRADING AND STORMWATER LAYOUT
C410 B
PLAN
C420 STORMWATER DETENTION AND TREATMENT DETAILS B
C600 SIGNAGE AND LINEMARKING LAYOUT PLAN SHEET 1 OF 2 B
C610 SIGNAGE AND LINEMARKING LAYOUT PLAN SHEET 2 OF 2 B
C800 SEWER RETICULATION LAYOUT PLAN B
GENERAL NOTES C810 SEWER RETICULATION NOTES AND DETAILS B
C900 WATER RETICULATION LAYOUT PLAN B
1. THE CONTRACTOR IS TO VERIFY THE LOCATION & RELATIVE LEVELS OF EXISTING SERVICES PRIOR
C910 WATER RETICULATION NOTES AND DETAILS B
TO CONSTRUCTION. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS REGARDING
CONSTRUCTION ADJACENT TO EXISTING SERVICES.
2. THE CONTRACTOR SHALL PREPARE AN "AS CONSTRUCTED" DETAIL SURVEY PLAN SHOWING
FINISHED SURFACE LEVELS & CONTOURS TO LOCAL AUTHORITY STANDARDS.
3. THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECTS, OTHER
CONSULTANTS PLANS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED
BY THE SUPERINTENDENT DURING THE COURSE OF THE CONTRACT.
4. THE CONTRACTOR IS TO LIAISE WITH THE LOCAL AUTHORITY PRIOR TO COMMENCING
CONSTRUCTION.
5. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT LOCAL AUTHORITY & NAXOS
ENGINEERS STANDARD METHODS, SPECIFICATION & DRAWINGS.
6. TRAFFIC & PEDESTRIAN CONTROL MEASURES ARE TO BE PROVIDED TO LOCAL AUTHORITY &
SUPERINTENDENTS SATISFACTION.
LOCALITY PLAN
SCALE N.T.S
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
WHILE EVERY CARE IS TAKEN BY NAXOS ENGINEERS PTY LTD TO ENSURE THE
ACCURACY OF THE DATA SUPPLIED BY LOCAL AUTHORITIES, DIAL BEFORE YOU DIG
(DBYD) RECORDS, AS CONSTRUCTED INFORMATION AND DETAILED SURVEY, WE
MAKE NO REPRESENTATIONS OR WARRANTIES ABOUT ITS ACCURACY, RELIABILITY,
COMPLETENESS OR SUITABILITY FOR ANY PARTICULAR PURPOSE AND DISCLAIM ALL
RESPONSIBILITY AND ALL LIABILITY (INCLUDING WITHOUT LIMITATION, LIABILITY IN
NEGLIGENCE) FOR ALL EXPENSES, LOSSES, DAMAGES (INCLUDING INDIRECT OR
CONSEQUENTIAL DAMAGE) AND COSTS WHICH MAY BE INCURRED AS A RESULT OF
DATA BEING INACCURATE OR INCOMPLETE IN ANY WAY AND FOR ANY REASON.
COVERPAGE AND DRAWING INDEX
Surveyor: Orig. Drg. Size
CRUX SURVEYS A1
Plan Ref.: 1729_TP
APPROVAL
Job No.
Level Datum AHD
RL 11.665 24-099
T 1300 598 544
RP Description: Drawing No.
E [email protected]
Level 1, Suite B
LOT 58 C000
ISSUE FOR APPROVAL 557 Gregory Terrace, Fortitude Valley Qld 4006
PO Box 224, Spring Hill QLD 4004
RP63135
Size of Land:
Scale: Rev:
NAXOSENGINEERS.COM.AU
2863m² N.T.S. B
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.
Full text of pages 2 to 14 (of 19)
Page 2
LOCAL AUTHORITY
1. THE LOCAL AUTHORITY IS NOOSA SHIRE REGIONAL COUNCIL.
GENERAL NOTES
1. ALL ENGINEERING DRAWINGS PRODUCED BY NAXOS ENGINEERS FOR THIS PROJECT ARE TO BE READ
AND UNDERSTOOD COLLECTIVELY . IF THERE IS A DISCREPANCY WITH THE INFORMATION PRESENTED,
NAXOS ENGINEERS ARE TO BE NOTIFIED IMMEDIATELY.
2. WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH CURRENT AUSTRALIAN AND LOCAL AUTHORITY
STANDARD DRAWINGS AND SPECIFICATIONS UNLESS NOTED OTHERWISE.
3. WORKS AND MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS, DESIGN AND
CONSTRUCTION SPECIFICATIONS AND STANDARDS DRAWINGS.
4. ALL WORKS SHALL COMPLY WITH THE WORKPLACE HEALTH & SAFETY ACT.
5. THE CONTRACTOR IS TO OBTAIN THE LOCATION OF ALL SERVICES AND PROTECT THESE SERVICES
PRIOR TO WORKING IN THEIR VICINITY. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTORS
EXPENSE.
6. THE CONTRACTOR SHALL CONTACT 1100 (DIAL BEFORE YOU DIG) AND OBTAIN ADVICE AND LOCATION
RECORDS OF THE LOCAL MUNICIPAL SERVICES, ENERGEX, AGILITY (GAS), SANTOS (OIL), ETC. PRIOR TO
COMMENCING WORKS.
7. THE CONTRACTOR SHALL CONFIRM ALL EXISTING AND PROPOSED LEVELS PRIOR TO COMMENCING
CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER.
8. ALL LEVELS TO AUSTRALIAN HEIGHT DATUM (AHD).
9. ALL DIMENSIONS ARE IN METRES (PLANS AND SECTIONS) AND MILLIMETRES (DETAILS) UNLESS NOTED
OTHERWISE (UNO).
10. DO NOT SCALE DRAWINGS.
11. NEW WORKS SHALL BE JOINED NEATLY TO EXISTING. THE CONTRACTOR SHALL SEEK THE PARTICULAR
REQUIREMENTS FOR SUCH WORK FROM THE ENGINEER BEFORE PROCEEDING.
12. PRIOR TO COMMENCING WORKS, THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE
CORRECT DEPTH AND ALIGNMENTS OF ALL EXISTING SERVICES HAVE BEEN LOCATED (WHETHER
INDICATED ON THE PLANS OR NOT).
13. CLASHES OR CONFLICTS TO BE NOTIFIED TO THE SUPERINTENDENT IMMEDIATELY.
14. THE CONTRACTOR IS TO PROVIDE DILAPIDATION REPORT OF EXISTING SERVICES AND STRUCTURES
PRIOR TO CONSTRUCTION.
15. ANY DAMAGE TO EXISTING INFRASTRUCTURE OR SERVICES SHALL BE REPAIRED TO ORIGINAL
CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE AND THE SERVICE PROVIDER NOTIFIED
16. THE CONTRACTOR IS TO ALLOW FOR ALL SERVICE STRUCTURES (POWER POLES, COMMUNICATIONS
PITS, VALVE BOXES ETC.) TO BE MODIFIED TO SUIT THE FINISHED SURFACE LEVEL IN ACCORDANCE
WITH THE SERVICE PROVIDES SPECIFICATIONS.
17. WHERE OVERHEAD PUBLIC UTILITY LINES AND SURFACE DRAINAGE WORKS AND/OR UNDERGROUND
PIPES, CONDUITS, OR CABLES, EXIST IN THE VICINITY OF THE WORKS, THE CONTRACTOR SHALL TAKE
CARE TO PROTECT SUCH FACILITIES FROM DAMAGE, AND IN THE CASE OF ANY DAMAGE OCCURRING
TO SUCH FACILITIES, THE MATTER SHALL BE IMMEDIATELY REPORTED TO THE RELEVANT AUTHORITY
AND TO THE SUPERINTENDENT. THE COST OF THE NECESSARY REPAIRS OR RENEWALS SHALL BE
BORNE ENTIRELY BY THE CONTRACTOR.
18. NATURAL SURFACE LEVELS ARE FROM DIGITAL TERRAIN MODEL AS SUPPLIED BY THE PROJECT
SURVEYOR.
19. THE CONTRACTOR SHALL NOT ENTER ADJACENT PROPERTIES WITHOUT PRIOR WRITTEN APPROVAL
FROM THE PROPERTY OWNER.
20. THE SITE IS TO BE LEFT NEAT AND TIDY AT THE COMPLETION OF THE WORKS. ALL RUBBISH AND DEBRIS
SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH THE LOCAL AUTHORITY REQUIREMENTS
AND SATISFACTION.
21. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND
SPECIFICATIONS. ALL DISCREPANCIES AND VARIATIONS SHALL BE REFERRED TO THE ENGINEER
BEFORE PROCEEDING WITH THE WORK.
INSPECTION NOTES
1. THE CONTRACTOR SHALL LIASE WITH THE ENGINEER AND/OR LOCAL AUTHORITY TO PRE-SCHEDULE
REQUIRED INSPECTIONS FOR ALL HOLD POINTS ASSOCIATED WITH ANY ASPECTS OF THE WORKS.
2. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR ALL INSPECTIONS TO BE
UNDERTAKEN BY THE ENGINEER. NOTIFICATION OF REQUIRED INSPECTIONS BY THE CONTRACTOR ARE
DEEMED TENTATIVE ONLY UNTIL SUCH TIME AS THE ENGINEER HAS VERIFIED THE INSPECTION DATE
AND TIME.
3. THE ENGINEER RESERVES THE RIGHT TO DEEM ANY ASPECT OF THE WORKS CONSTRUCTED
UNSATISFACTORY OR DEFECTIVE WITH A REQUEST FOR RECTIFICATION PROVIDED AS A FORMAL
WRITTEN INSTRUCTION TO THE CONTRACTOR. ALL DEFECTIVE WORKS SHALL BE RECTIFIED AT THE
CONTRACTOR'S EXPENSE INCLUSIVE OF DELAYS RESULTING FROM SUCH DEFECTS.
ISSUE FOR APPROVAL
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
E.J. GRECH & ASSOCIATES PTY LTD
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C005
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU GENERAL NOTES B
Page 3
RISK ASSESSMENT PROCESS SAFETY IN DESIGN ASSESSMENT
RESPONSIBLE
RISK
RISK ELEMENT HAZARD RECOMMENDED RISK CONTROL MEASURES LIKELIHOOD CONSEQUENCES FOR THIS COMMENTS/REMARKS
SCORE
ISSUE
DESIGN / CONSTRUCTION STAGE
GENERAL ISSUES
• – •
BULK EARTHWORKS
• – •
MAINTENANCE STAGE
LIKELYHOOD
“ CONSEQUENCES
”
RISK ASSESSMENT MATRIX
“
”
·
·
·
·
·
NOTE
1. THIS SAFETY IN DESIGN HAS BEEN CARRIED OUT IN RELATION TO
THE CIVIL ASPECTS OF THIS PROJECT.
2. IT ASSUMES THAT THE CONTRACTOR/OPERATOR WILL
UNDERTAKE WORK IN ACCORDANCE WITH CURRENT
LEGISLATION, INDUSTRY STANDARDS.
3. THE CONTRACTOR / OPERATOR SHALL UNDERTAKE THEIR OWN
SAFETY IN DESIGN ASSESSMENTS PRIOR TO COMMENCING
WORKS
ISSUE FOR APPROVAL
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
E.J. GRECH & ASSOCIATES PTY LTD
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C010
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU CIVIL ENGINEERING SAFETY IN DESIGN B
Page 4
DEMOLITION AND REMOVAL LEGEND
DISCHARGED WATER QUALITY STANDARDS
DURING CONSTRUCTION
TOTAL SUSPENDED SOLID (TSS) CONCENTRATION ≤ 50mg/L.
TURBIDITY ≤ 60 NTU
WATER pH BETWEEN 6.5-8.5.
SECTION A
SCALE N.T.S. -
ALL ENVIRONMENTAL MEASURES INCLUDING
VEGETATION PROTECTION AND EROSION AND
SEDIMENT CONTROL SHALL BE IN PLACE PRIOR
TO THE COMMENCEMENT OF ANY WORK
PROVIDE TEMPORARY SEDIMENT AND SILT
BARRIER TO DOWNSTREAM GULLIES WITHIN
100m OF SITE
EXISTING SERVICES LEGEND
FH
EROSION AND SEDIMENT
CONTROL LEGEND
TSB
TSB
SCALE 1 : 200
(m)
0 2 4 6 8 10
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. AS SHOWN
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C200
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT NP (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU EROSION AND SEDIMENT CONTROL PLAN B
Page 5
SILT AND SEDIMENTATION NOTES
DESIGNED IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL ENGINEERING GUIDELINES FOR QUEENSLAND & REGULATORY 1. CLEARING
AUTHORITIES REQUIREMENTS.
· EARTH BANK AND TABLE DRAIN TO BE CONSTRUCTED ALONG THE TOP OF THE EXISTING BATTER.
ALL WORK, FIXTURES, FITTINGS & STRUCTURES SHALL COMPLY WITH & BE CARRIED OUT TO SOIL EROSION & SEDIMENT CONTROL · SEDIMENT FENCE, SAND BAGS, SEDIMENT BASINS AND EARTH RILLS TO BE ERECTED AS INDICATED OR
ENGINEERING GUIDELINES OF QLD REGULATORY AUTHORITIES REQUIREMENTS REQUIRED.
· EXISTING GRASSED AREAS TO BE KEPT WHERE POSSIBLE.
PROVIDE, INSTALL AND MAINTAIN ALL BARRIERS, GROSS POLLUTANT TRAPS, CONSTRUCTION EXITS, PUMP SUCTION PITS, POLLUTANT AND · SHAKE DOWN/WASH DOWN BAY AT ENTRY/EXIT POINT AS REQUIRED BY COUNCIL OFFICER.
SEDIMENT TRAPS FENCES NECESSARY FOR THE CONTROL OF EROSION AND SEDIMENTATION WITHIN AND AROUND THE SITE DURING
CONSTRUCTION. ALL IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL ENGINEERING GUIDELINES FOR QUEENSLAND & 2. EARTHWORKS
REGULATORY AUTHORITIES REQUIREMENTS.
· SEDIMENT FENCES, SEDIMENT BASINS AND EARTH RILLS WITHIN ROADS TO BE ERECTED AS INDICATED OR
EXACT DETAIL, TYPE & EXTENT OF SEDIMENT FENCE SHALL BE DETERMINED ON SITE IN CONJUNCTION WITH REGULATORY AUTHORITY TO REQUIRED.
ACHIEVE & MAINTAIN A SUITABLE LEVEL OF PERFORMANCE FOR THE EXPECTED FLOWS, INCLUDING POSSIBLE OVERLAND FLOWS.
3. SEWER / ROOFWATER / STORMWATER / SERVICES
PROVIDE AND INSTALL 750mm HIGH SEDIMENT FENCE AROUND SITE. EXACT EXTENT OF FENCE SHALL BE DETERMINED ON SITE IN
CONJUNCTION WITH REGULATORY AUTHORITY.
· EXCAVATED MATERIAL TO BE PLACED ON HIGH SIDE OF TRENCH AND TO PROTECT PIPE WORK AND DIRECT
SURFACE MATERIAL AWAY FROM EXCAVATIONS.
PROVIDE AND INSTALL 450mm HIGH SEDIMENT FENCE COMPLETELY AROUND ALL OPEN STORMWATER PIPES AT THE END OF EACH DAYS · TOPSOIL AND GRASS SEED AREAS IN ALLOTMENTS IMMEDIATELY AFTER COMPLETING THE SEWER AND
WORK & IMMEDIATELY PRIOR TO ANY STORM EVENT. ROOFWATER DRAINAGE CONSTRUCTION.
· DEPRESS GROUND AROUND TEMPORARY FIELD INLETS TO CREATE SEDIMENT POND.
PROVIDE AND INSTALL 450mm HIGH SEDIMENT FENCE COMPLETELY AROUND ALL SWSs, GRATED TRENCHES & GRATES.
4. STOCKPILE
PROVIDE AND INSTALL CONSTRUCTION ENTRY / EXIT SEDIMENT CONTROL STRUCTURE.
· SEDIMENT FENCE TO BE ERECTED 5m FROM TOE OF BATTER ON LOW SIDE OF STOCKPILE.
PROVIDE AND INSTALL SEDIMENT BARRIERS TO ALL EXISTING ROAD INLET GULLIES AFFECTED BY CONSTRUCTION.
5. ROADWORKS
CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND EFFECTIVE PRIOR TO STRIPPING OF TOP SOIL AND
GRASS, BULK EARTHWORKS TO SITE, AND SERVICE INSTALLATION. · SEDIMENT FENCES TO ALLOTMENTS TO BE ERECTED.
· KERB INLET PROTECTION TO BE PROVIDED.
ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL WRITTEN NOTICE FROM LICENSING AND COMPLIANCE. · SAND BAGS SURROUND SAG GULLY PITS AS INDICATED.
BOTH TEMPORARY AND PERMANENT SEDIMENTATION MANAGEMENT DEVICES SHALL BE MAINTAINED AT A SUITABLE LEVEL / CONDITION 6. ALLOTMENTS
THROUGHOUT CONSTRUCTION. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED BY 30%.
· MULCH AS DIRECTED AND TOPSOIL AND SEED ALLOTMENTS.
PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPROVAL SHALL BE OBTAINED FROM LICENSING AND COMPLIANCE FOR THE LOCATION · SEDIMENT FENCES TO ALLOTMENTS TO BE RE-ERECTED.
OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. · COVERS TO GULLY GRATES TO BE REMOVED IF THE SUPERINTENDENT INDICATES THE GRASS STRIKE IS
SUFFICIENT.
IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFICIENT OR FAILED IN SERVICE, DUE TO UNFORESEEN · ESTABLISHMENT OF 70% COVERAGE WITHIN 30 CALENDAR DAYS OF COMPLETION OF WORKS.
CIRCUMSTANCES, CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS / ADDITIONS TO THE
ORIGINAL EROSION CONTROL PLANS. SUCH ADDITIONS OR AMENDMENTS ARE TO BE APPROVED BY LICENSING AND COMPLIANCE OFFICER 7. MAINTENANCE PERIOD
AND REGULATORY AUTHORITY.
· ALL ESC MEASURES SHALL BE INSPECTED.
THE INSTALLATION, REMOVAL, RELOCATION, OR MODIFICATION TO EROSION AND SEDIMENT CONTROL DEVICES MAY BE MADE BY A a. AT LEASE DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT
LICENSING AND COMPLIANCE OFFICER AND REGULATORY AUTHORITY IF DEEMED NECESSARY AND RELEVANT. OCCURRING ON SITE)
b. WITHIN 24 HOURS OF EXPECTED RAIN, AND
ALL MUD TRACKED ONTO COUNCIL ROADS SHALL BE BROOMED OFF IMMEDIATELY (NOT WASHED OFF ONTO COUNCIL STORMWATER c. WITHIN 18 HOURS OF A RAINFALL EVENT
SYSTEM). · ALL ESC MEASURES SHALL BE MAINTAINED THE SAME DAY WHEN THE CAPACITY OF THE ESC MEASURE
FALLS BELOW 75%.
ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION WHERE AS DIRECTED BY
COUNCIL REPRESENTATIVE.
MESH AND INLET PROTECTION DEVICES TO ALL GULLY PITS TO BE REMOVED DURING CONSTRUCTION OF ROADWAYS. AFTER ROADS HAVE
BEEN COMPLETED CONTRACTOR TO ENSURE ALL GULLY GRATES ARE WRAPPED IN GEOFABRIC AND ROCK FILLED AGRICULTURAL PIPE EROSION AND SEDIMENT CONTROL PROGRAM
PLACED ALONG LINTELS. (REFER DETAIL).
1. PRIOR TO COMMENCEMENT ON SITE THE CONTRACTOR SHALL ERECT AND/OR CONSTRUCT ALL ENVIRONMENTAL CONTROLS
(SEDIMENT FENCES, DIVERSION DRAINS AND SEDIMENT BASINS) AS SHOWN ON THE DRAWINGS.
MESH AND INLET PROTECTION DEVICES TO FIELD INLETS TO REMAIN UNTIL SWALES HAVE BEEN TOPSOILED AND TURFED.
2. ALL RUNOFF FROM THE SITE IS TO BE DIRECTED TO THE RELEVANT ENVIRONMENTAL CONTROL PRIOR TO DISCHARGING FROM
SITE.
SEDIMENT PONDS TO BE REMOVED AT THE COMPLETION OF ALL WORKS OR WHEN ALL ALLOTMENTS HAVE 80% GRASS COVERAGE.
3. DURING THE CONSTRUCTION PROGRAM THE CONTRACTOR SHALL INSPECT ALL ENVIRONMENTAL CONTROLS ON A DAILY BASIS
AND AFTER EACH MAJOR STORM EVENT (I.E. RAINFALL EXCEEDING 25mm IN 24 HOURS). ANY RECTIFICATION OF DAMAGE TO THE
SEDIMENT FENCES TO REMAIN ALONG PROPERTY BOUNDARIES AND TO BE MAINTAINED/REPLACED DURING THE 'ON MAINTENANCE' PERIOD
ENVIRONMENTAL CONTROL DEVICES OR CLEANING OUT OF THE DEVICES IS TO BE CARRIED OUT BY THE CONTRACTOR AS
OR UNTIL LOTS ARE SOLD AND BUILDING CONSTRUCTION COMMEMCES.
REQUIRED.
THE CONTRACTOR TO REMOVE GULLY PIT PROTECTION DEVICES AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION.
SEDIMENT BASIN
THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES DURING CONSTRUCTION UNTIL AFTER
SUCCESSFUL 'ON MAINTENANCE' INSPECTION. 1. WITHIN 36 TO 48 HOURS AFTER EACH STORM EVENT THE WATER IN THE SEDIMENT BASINS IS TO BE TESTED FOR TURBIDITY AND
PH. SHOULD THE SUSPENDED SOLIDS OF THE WATER EXCEED 50MG/L THEN THE WATER IS TO BE TREATED WITH GYPSUM AT THE
RATE OF 32KG/100M3 TO SETTLE OUT THE SUSPENDED SOLIDS OR ANY OTHER ALTERNATIVE IS TO BE DIRECTED BY THE
SUPERINTENDENT. SHOULD THE PH OF THE WATER FALL OUTSIDE THE RANGE 6.5 TO 8.5 THEN THE WATER IS TO BE TREATED TO
CONSTRUCTION SEQUENCE BRING THE PH WITHIN THE 6.5 TO 8.5 RANGE. WATER IS TO BE RE-TESTED PRIOR TO RELEASE. WATER IS TO BE RELEASED WHEN
1. ERECT SEDIMENT FENCE ALONG ADJACENT PROPERTY BOUNDARIES AND THE SUSPENDED SOLIDS LEVEL AND PH IS ACCEPTABLE. THE WATER IS TO BE RELEASED OR PUMPED OUT ENSURING CAREFUL
DOWNSTREAM RUNOFF BOUNDARIES. INSTALL SHAKE DOWN DEVICE AT ENTRY. ATTENTION TO NOT DISTURB THE SETTLED SETTLEMENT. DISCHARGE PUMPED WATER INTO KERB AND CHANNEL OR DIRECT TO
GULLY PIT.
2. CONSTRUCT DRAINAGE, SEWER AND WATER RETICULATION. ALL GULLY INLETS 2. WHEN THE DEPTH OF SEDIMENT IN THE BASE OF ANY SEDIMENT BASIN EXCEEDS 300MM, THE BASIN OR DAM SHALL BE DRAINED
TO BE CLEAN WATER ONLY. AND THE SEDIMENT EXCAVATED AND REMOVED FROM SITE BY THE CONTRACTOR.
3. ALL ALLOTMENTS TO GRASS SEED AS DIRECTED.
ENVIRONMENTAL LOG
4. ON COMPLETION OF WORKS AND 70% GRASS COVER AND APPROVAL BY
1. THE CONTRACTOR SHALL MAINTAIN A DEDICATED ON SITE ENVIRONMENTAL LOG WHICH NOTES ALL WATER QUALITY
COUNCIL. SEDIMENT BASIN TO BE REMOVED AND AREA TO BE REHABILITATED.
SAMPLING AND MONITORING DATES, RESULTS AND MAINTENANCE RECORDS. IT SHALL INCLUDE ALL RELEVANT
INFORMATION PERTAINING TO INSPECTION AND MAINTENANCE RECORDS. IT SHALL INCLUDE ALL RELEVANT INFORMATION
PERTAINING TO INSPECTION AND MAINTENANCE OF DEVICES, DATES OR RAINFALL, WATER QUALITY TESTING AND BASIN
MAINTENANCE OF PUBLIC ROADS DEWATERING. (DEWATERING OF BASINS AND DAMS MUST INCLUDE A SPACE FOR SIGN OFF BY THE CONTRACTOR THAT
WATER QUALITY RESULTS WERE WITHIN THE APPROVED LIMITS). THE ENVIRONMENTAL LOG SHALL BE KEPT ON SITE AND IS
ALL CONSTRUCTION VEHICLES DEPARTING THE SITE SHALL HAVE THEIR TYRES
TO BE MADE AVAILABLE FOR INSPECTION BY COUNCIL OFFICIALS AT ALL TIMES.
WASHED DOWN.
THE CONTRACTOR SHALL INSPECT THE PUBLIC ROADS ADJACENT TO THE SITE
DAILY AND REMOVE ANY SOIL OR SILT DEPOSITS. REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES
GENERAL
THE CONTRACTOR SHALL PROVIDE A WASH-DOWN AREA AND ANY
ALL EROSION AND SEDIMENT CONTROLS ARE TO REMAIN IN PLACE UNTIL 80% OF THE CATCHMENT HAS BEEN STABILIZED.
STORMWATER INLETS ADJACENT TO THIS AREA ARE TO BE PROTECTED FROM
SILT INFILTRATION.
DIVERSION DRAINS, SEDIMENT FENCES, ENTRY/EXIT PADS
REMOVE ALL MATERIAL AND COLLECTED SEDIMENT OFF SITE. GRADE AREA SMOOTH AND STABILIZE.
THE WASH-DOWN AREA SHALL BE LOCATED SUCH THAT SILTED WATER IS
FILTERED PRIOR TO LEAVING THE SITE. SHOULD THE WATER POND IT MUST BE
SEDIMENT BASINS
TESTED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL
INSTALL ANY NECESSARY SHORT TERM SEDIMENT CONTROLS DOWNSTREAM OF SEDIMENT BASIN. DEWATER SEDIMENT BASIN. CHECK
PROGRAM PRIOR TO DISPOSAL.
TURBIDITY AND PH AND ADJUST AS REQUIRED PRIOR TO PUMPING OUT. REMOVE ANY SEDIMENT OR MUD AND DISPOSE OFF SITE. FILL IN
SEDIMENT BASIN. GRADE AREA SMOOTH AND STABILIZE ALL DISTURBED AREAS. REMOVE SHORT TERM SEDIMENT CONTROLS.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C205
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL GENERAL
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
NOTES
Page 6
DETAILS PROVIDED BY IECA (2008)
FABRIC
FABRIC B WOVEN OR 2000 MM (MAX) WITHOUT
POST
CLEAN COMPOSITE SUPPORT WIRE
FABRIC SAND OR POST POST SEDIMENT
AGGREGATE B A FENCE FABRIC POST
BACK FILL
200 (MIN)
FABRIC A
200 MM FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN.
STAKE B TO BE DRIVE TIGHTLY AGAINST STAKE A.
SOIL THE TOPS OF BOTH STAKES TO BE SECURED WITH WIRE.
LOCATION OF FENCE RELATIVE TO BASE OF SLOPE
ANCHORING BASE OF FABRIC JOINING FABRIC - METHOD 1
SHEET FLOW
FABRIC
STRAW BALE STAPLE/TACK FABRIC B
3000 MM (MAX) WITH TOP WIRE
SEDIMENT FABRIC A WOVEN OR
OR WIRE MESH BACKING
SAFETY CAP COMPOSITE
SEDIMENT POST
SUPPORT POST OPTION 1
1500 MM2 HARDWOOD STAKE FENCE FABRIC
200 MM
SUPPORT POST OPTION 2 1 M (MAX)
1.5 KG/M STEEL STAR PICKET 200 (MIN) SECURE FABRIC
SPILL-THROUGH WEIR TO WIRE TOP WIRE
PLACEMENT OF UP-SLOPE STRAW BALE JOINING FABRIC - METHOD 2 SUPPORT
INSTALLATION WITH TOP WIRE SUPPORT
SEDIMENT FENCE NOTES
MATERIALS MAINTENANCE SEDIMENT FENCE
3 M (MAX) WITH WIRE BACKING, ‘RETURNS’ PLACED AT 20 M SPACING (MAX) IF FENCE IS LOCATED
FABRIC: POLYPROPYLENE, POLYAMIDE, DAM A MINIMUM 1/3 AND MAXIMUM 1/2 FENCE THE TWO STAKES TIED TOGETHER WITH WIRE; 1. INSPECT THE SEDIMENT FENCE AT LEAST 1. (a) NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW. OTHERWISE 2 M (MAX) ALONG THE CONTOUR, OTHERWISE 5 TO 10 M DEPENDING ON SLOPE
NYLON, POLYESTER, OR POLYETHYLENE HEIGHT, AND EXTENDING AT LEAST 1.5M UP OR WEEKLY AND AFTER ANY SIGNIFICANT RAIN.
(b) NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM
WOVEN OR NON-WOVEN FABRIC, AT LEAST THE SLOPE. (II) OVERLAP THE FABRIC TO THE NEXT MAKE NECESSARY REPAIRS IMMEDIATELY. DIRECTION OF FLOW
CATCHMENT AREA 0.6 HA PER 100M LENGTH OF FENCE.
700MM IN WIDTH AND A MINIMUM UNIT WEIGHT ADJACENT SUPPORT POST.
OF 140GSM. ALL FABRICS TO CONTAIN 4. ENSURE THE EXTREME ENDS OF THE 2. REPAIR ANY TORN SECTIONS WITH A (c) WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY
ULTRAVIOLET INHIBITORS AND STABILISERS FENCE ARE TURNED UP THE SLOPE AT LEAST 11. SECURELY ATTACH THE FABRIC TO THE CONTINUOUS PIECE OF FABRIC FROM POST BE USED ON SMALL WORK SITES, I.E. OPERATIONAL PERIOD
TO PROVIDE A MINIMUM OF 6 MONTHS OF 1.5M, OR AS NECESSARY, TO MINIMISE WATER SUPPORT POSTS USING 25 X 12.5MM STAPLES, TO POST. LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT
USEABLE CONSTRUCTION LIFE (ULTRAVIOLET BYPASSING AROUND THE FENCE. OR TIE WIRE AT MAXIMUM 150MM SPACING. SEDIMENT RUNOFF IS NOT EXPECTED.
STABILITY EXCEEDING 70%). 3. WHEN MAKING REPAIRS, ALWAYS RESTORE (d) WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR
5. ENSURE THE SEDIMENT FENCE IS 12. SECURELY ATTACH THE FABRIC TO THE THE SYSTEM TO ITS ORIGINAL THE LAYOUT SHALL CONFORM TO 'TYPICAL LAYOUT ACROSS
FABRIC REINFORCEMENT: WIRE OR STEEL INSTALLED IN A MANNER THAT AVOIDS THE SUPPORT WIRE/MESH (IF ANY) AT A MAXIMUM CONFIGURATION UNLESS AN AMENDED GRADE'.
MESH MINIMUM 14-GAUGE WITH A MAXIMUM CONCENTRATION OF FLOW ALONG THE SPACING OF 1M. LAYOUT IS REQUIRED OR SPECIFIED. ALL SUPPORT POSTS PLACED
(e) FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL FABRIC
MESH SPACING OF 200MM. FENCE, AND THE UNDESIRABLE DISCHARGE BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT DOWN-SLOPE OF FABRIC
4. IF THE FENCE IS SAGGING BETWEEN BURIED SEDIMENT FENCE FABRIC,
OF WATER AROUND THE ENDS OF THE FENCE. 13. ENSURE THE COMPLETED SEDIMENT THE TOE WITH A SECOND FENCE 1m MIN AWAY. FENCE
SUPPORT POSTS/STAKES: 1500MM2 (MIN) STAKES, INSTALL ADDITIONAL SUPPORT 200 MM NOT FILTER CLOTH OR SHADE CLOTH
FENCE IS AT LEAST 450MM, BUT NOT MORE SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
HARDWOOD, 2500MM2 (MIN) SOFTWOOD, OR 6. IF THE SEDIMENT FENCE IS TO BE THAN 700MM HIGH. IF A SPILL-THOUGH WEIR POSTS. CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
1.5KG/M (MIN) STEEL STAR PICKETS SUITABLE INSTALLED ALONG THE EDGE OF EXISTING IS INSTALLED, ENSURE THE CREST OF THE TEMP CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP. INSTALLATION OF SEDIMENT FENCE
FOR ATTACHING FABRIC. TREES, ENSURE CARE IS TAKEN TO PROTECT WEIR IS AT LEAST 300MM ABOVE GROUND 5. REMOVE ACCUMULATED SEDIMENT IF THE
SEDIMENT DEPOSIT EXCEEDS A DEPTH OF 1/3 2. (a) ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
THE TREES AND THEIR ROOT SYSTEMS LEVEL.
INSTALLATION DURING INSTALLATION OF THE FENCE. DO THE HEIGHT OF THE FENCE. FROM ENTRY/EXIT.
NOT ATTACH THE FABRIC TO THE TREES. 14. BACKFILL THE TRENCH AND TAMP THE FILL (b) WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING
1. REFER TO APPROVED PLANS FOR LOCATION, TO FIRMLY ANCHOR THE BOTTOM OF THE 6. DISPOSE OF SEDIMENT IN A SUITABLE WET WEATHER. NOTES:
EXTENT, AND REQUIRED TYPE OF FABRIC (IF 7. UNLESS DIRECTED BY THE SITE FABRIC AND MESH TO PREVENT WATER FROM MANNER THAT WILL NOT CAUSE AN EROSION
SPECIFIED). IF THERE ARE QUESTIONS OR OR POLLUTION HAZARD. 1. SEDIMENT FENCE TO BE INSTALLED ALONG A LINE OF CONSTANT GROUND ELEVATION
SUPERVISOR OR THE APPROVED PLANS, FLOWING UNDER THE FENCE.
PROBLEMS WITH THE LOCATION, EXTENT, EXCAVATE A 200MM WIDE BY 200MM DEEP WHEREVER PRACTICAL.
FABRIC TYPE, OR METHOD OF INSTALLATION TRENCH ALONG THE PROPOSED FENCE LINE, ADDITIONAL REQUIREMENTS 7. REPLACE THE FABRIC IF THE SERVICE LIFE
2. BOTH END OF THE SEDIMENT FENCE TO EXTEND UP THE SLOPE AT LEAST 1M.
CONTACT THE ENGINEER OR RESPONSIBLE PLACING THE EXCAVATED MATERIAL ON THE OF THE EXISTING FABRIC EXCEEDS
ON-SITE OFFICER FOR ASSISTANCE. UP-SLOPE SIDE OF THE TRENCH. FOR THE INSTALLATION OF 6-MONTHS. 3. SUPPORT POST TO BE SPACED A MAXIMUM 2M UNLESS THE FENCE IS SUPPORTED
BY A TOP WIRE OR WIRE MESH BACKING, IN WHICH CASE 3M MAXIMUM SPACING.
2. TO THE MAXIMUM DEGREE PRACTICAL, AND 8. ALONG THE LOWER SIDE OF THE TRENCH,
A SPILL-THROUGH WEIR REMOVAL
WHERE THE PLANS ALLOW, ENSURE THE APPROPRIATELY SECURE THE STAKES INTO 4. FENCE ‘RETURNS’ SHALL BE INSTALLED AT MAXIMUM 20M SPACING IF FENCE IS
FENCE IS LOCATED: THE GROUND SPACED NO GREATER THAN 3M 1. LOCATE THE SPILL-THROUGH WEIR SUCH 1. WHEN DISTURBED AREAS UP-SLOPE OF THE INSTALLED ALONG THE CONTOUR, OTHERWISE 5 TO 10M MAXIMUM SPACING.
(I) TOTALLY WITHIN THE PROPERTY IF SUPPORTED BY A TOP SUPPORT WIRE OR THAT THE WEIR CREST WILL BE LOWER THAN SEDIMENT FENCE ARE SUFFICIENTLY
BOUNDARIES; WEIR MESH BACKING, OTHERWISE NO THE GROUND LEVEL AT EACH END OF THE STABILISED TO RESTRAIN EROSION, THE 5. MINIMUM 4 STAPLES OR TIE WIRES PER STAKE.
(II) ALONG A LINE OF CONSTANT ELEVATION GREATER THAN 2M. FENCE. FENCE MUST BE REMOVED.
WHEREVER PRACTICAL;
(III) AT LEAST 2M FROM THE TOE OF ANY 9. IF SPECIFIED, SECURELY ATTACH THE 2. ENSURE THE CREST OF THE 2. REMOVE MATERIALS AND COLLECTED
FILLING OPERATIONS THAT MAY RESULT IN SUPPORT WIRE OR MESH TO THE UP-SLOPE SPILL-THROUGH WEIR IS AT LEAST 300MM THE SEDIMENT AND DISPOSE OF IN A SUITABLE
SHIFTING SOIL/FILL DAMAGING THE FENCE. SIDE OF THE STAKES WITH THE MESH GROUND ELEVATION. MANNER THAT WILL NOT CAUSE AN EROSION
EXTENDING AT LEAST 200MM INTO THE OR POLLUTION HAZARD.
3. INSTALL RETURNS WITHIN THE FENCE AT EXCAVATED TRENCH. ENSURE THE MESH AND 3. SECURELY TIE A HORIZONTAL CROSS
MAXIMUM 20M INTERVALS IF THE FENCE IS FABRIC IS ATTACHED TO THE UP-SLOPE SIDE MEMBER (WEIR) TO THE SUPPORT POSTS/ 3. REHABILITATE/REVEGETATE THE
INSTALLED ALONG THE CONTOUR, OR 5 TO OF THE STAKES EVEN WHEN DIRECTING A STAKES EACH SIDE OF THE WEIR. CUT THE DISTURBED GROUND AS NECESSARY TO
10M MAXIMUM SPACING (DEPENDING ON FENCE AROUND A CORNER OR SHARP FABRIC DOWN THE SIDE OF EACH POST AND MINIMISE THE EROSION HAZARD.
SLOPE) IF THE FENCE IS INSTALLED AT AN CHANGE OF DIRECTION. FOLD THE FABRIC OVER THE CROSS MEMBER
ANGLE TO THE CONTOUR. THE ‘RETURNS’ AND APPROPRIATELY SECURE THE FABRIC.
SHALL CONSIST OF EITHER: 10. WHEREVER POSSIBLE, CONSTRUCT THE
(I) V-SHAPED SECTION EXTENDING AT LEAST SEDIMENT FENCE FROM A CONTINUOUS ROLL 4. INSTALL A SUITABLE SPLASH PAD AND/OR
1.5M UP THE SLOPE; OR OF FABRIC. TO JOIN FABRIC EITHER: CHUTE IMMEDIATELY DOWN-SLOPE OF THE
(II) SANDBAG OR ROCK/AGGREGATE CHECK (I) ATTACH EACH END TO TWO OVERLAPPING SPILL-THROUGH WEIR TO CONTROL SOIL
STAKES WITH THE FABRIC FOLDING AROUND EROSION AND APPROPRIATELY DISCHARGE
THE ASSOCIATED STAKE ONE TURN, AND WITH THE CONCENTRATED FLOW PASSING OVER
THE WEIR.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
14.10.2024 ISSUE FOR APPROVAL B Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C210
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL SILT FENCE
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
DETAILS
Page 7
DETAILS PROVIDED BY IECA (2008)
TEMPORARY CONSTRUCTION ENTRY/EXIT RUMBLE GRID NOTES
MATERIALS MAINTENANCE REMOVAL
ROCK: WELL GRADED, HARD, ANGULAR, 4. ENSURE THAT THE INSTALLATION OF 1. INSPECT VIBRATION GRID PRIOR TO 1. THE VIBRATION GRID SHOULD BE
EROSION RESISTANT ROCK, NOMINAL THE VIBRATION GRID HAS ADEQUATE FORECAST RAIN, DAILY DURING REMOVED ONLY AFTER IT IS NO LONGER
DIAMETER OF 50 TO 75mm (SMALL SEDIMENT STORAGE VOLUME UNDER EXTENDED PERIODS OF RAINFALL, NEEDED AS A SEDIMENT CONTROL
DISTURBANCES) OR 100 TO 150mm THE GRID. WHERE NECESSARY, INSTALL AFTER SIGNIFICANT DEVICE.
(LARGE DISTURBANCES). ALL SUITABLE PRECAST SEDIMENT RUNOFF-PRODUCING RAINFALL, OR
ENTRY / EXIT NOTES COLLECTION CHAMBERS. OTHERWISE AT FORTNIGHTLY 2. REMOVE MATERIALS AND COLLECTED
1. TEMP CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP. REASONABLE MEASURES MUST BE
TAKEN TO OBTAIN ROCK OF NEAR INTERVALS. SEDIMENT AND DISPOSE OF IN A
1.a. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
FROM ENTRY/EXIT. UNIFORM SIZE. 5. PLACE A ROCK PAD/RAMP FORMING A SUITABLE MANNER THAT WILL NOT
1.b. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING MINIMUM 200mm THICK LAYER OF CLEAN, 2. IF SAND, SOIL, SEDIMENT OR MUD IS CAUSE AN EROSION OR POLLUTION
WET WEATHER. FOOTPATH STABILISING AGGREGATE: 25 OPEN-VOID ROCK OVER THE ROADWAY TRACKED OR WASHED ONTO THE HAZARD.
2. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, TO 50mm GRAVEL OR AGGREGATE. BETWEEN THE VIBRATION GRID AND THE ADJACENT SEALED ROADWAY, THEN
INCORPORATE TRAFFIC CONTROL DEVICES TO THE SATISFACTION SEALED STREET TO PREVENT TYRES SUCH MATERIAL MUST BE PHYSICALLY 3. RE-GRADE AND STABILISE THE
OF THE SUPERINTENDENT. GEOTEXTILE FABRIC: HEAVY-DUTY, FROM PICKING UP MORE SOIL AFTER REMOVED, FIRST USING A DISTURBED GROUND AS NECESSARY TO
3. ALL DIMENSIONS IN MILLIMETRES UNLESS INDICATED OTHERWISE. NEEDLE-PUNCHED, NON-WOVEN FILTER THEY HAVE BEEN CLEANED. SQUARE-EDGED SHOVEL, AND THEN A MINIMISE THE EROSION HAZARD.
CLOTH (’BIDIM’ A24 OR EQUIVALENT). STIFF-BRISTLED BROOM, AND THEN BY A
RUNOFF DIVERSION BUND INCORPORATED
INTO THE PAD WHEN THE ENTRY/EXIT POINT IS 6. THE TOTAL LENGTH OF THE VIBRATION MECHANICAL VACUUM UNIT, IF
H3
.0mM
IN
15.
0m
LOCATED DOWN SLOPE OF THE SOIL INSTALLATION GRID AND ROCK RAMPS SHOULD BE AT AVAILABLE.
DT DISTURBANCE. BERM (300mm MIN. HEIGHT) LEAST 15m WHERE PRACTICABLE, AND
WI MIN
IMU 1. REFER TO APPROVED PLANS FOR AS WIDE AS THE FULL WIDTH OF THE 3. IF NECESSARY FOR SAFETY REASONS,
M
NT LOCATION AND DIMENSIONAL DETAILS. IF ENTRY OR EXIT AND AT LEAST 3m. THE THE ROADWAY SHALL ONLY BE WASHED
ME
200mm
N
LIG THERE ARE QUESTIONS OR PROBLEMS
MIN.
TY
A ROCK RAMP SHOULD COMMENCE AT THE CLEAN AFTER ALL REASONABLE
ER WITH THE LOCATION, DIMENSIONS, OR
PR
OP EDGE OF THE OFF-SITE SEALED ROAD EFFORTS HAVE BEEN TAKEN TO SHOVEL
GEOTEXTILE FABRIC,
METHOD OF INSTALLATION, CONTACT OR PAVEMENT. AND SWEEP THE MATERIAL FROM THE
BIDIM U34 OR SIMILAR . THE ENGINEER OR RESPONSIBLE ROADWAY.
m MIN
3.0 NN
E L ON-SITE OFFICER FOR ASSISTANCE. 7. FLARE THE END OF THE ROCK PAD
HA
RUNOFF FROM PAD &C WHERE IT MEETS THE PAVEMENT SO 4. WHEN THE VOIDS BETWEEN THE ROCK
RB
DIRECTED TO SEDIMENT TRAP KE 2. CLEAR THE LOCATION OF THE THAT THE WHEELS OF TURNING BECOMES FILLED WITH MATERIAL AND
UNBOUND PAVEMENT MATERIAL (GRAVEL) AY VIBRATION GRID, REMOVING STUMPS, VEHICLES DO NOT TRAVEL OVER THE EFFECTIVENESS OF THE ROCK
A DW
UNIFORMLY-SIZED CRUSHED ROCK RO ROOTS AND OTHER VEGETATION TO
EW UNPROTECTED SOIL. RAMPS ARE REDUCED TO A POINT
RN
(AVOID ROCK <40mm AND 75 TO 100mm)
ING
,O PROVIDE A FIRM FOUNDATION SO THAT WHERE SEDIMENT IS BEING TRACKED
IST THE ROCK IS NOT PRESSED INTO SOFT
EX 8. IF THE FOOTPATH IS OPEN TO OFF THE SITE, A NEW 100mm LAYER OF
ENSURE VERGE IS PEDESTRIAN
SAFE DURING WORKS OR
GROUND. CLEAR SUFFICIENT WIDTH TO PEDESTRIAN MOVEMENT, THEN COVER ROCK MUST BE ADDED AND/OR THE
DIVERSION ARE IMPLEMENTED ALLOW PASSAGE OF LARGE VEHICLES, THE COARSE ROCK WITH FINE ROCK PAD MUST BE EXTENDED.
BUT CLEAR ONLY THAT NECESSARY FOR AGGREGATE OR GRAVEL, OR
TEMPORARY CONSTRUCTION ENTRY / EXIT THE EXIT. DO NOT CLEAR ADJACENT OTHERWISE TAKE WHATEVER MEASURES 5. ENSURE ANY ASSOCIATED DRAINAGE
AREAS UNTIL THE REQUIRED EROSION ARE NEEDED TO MAKE THE AREA SAFE CONTROL MEASURES ARE MAINTAINED
SEDIMENT TRAP AND SEDIMENT CONTROL DEVICES ARE IN ACCORDANCE WITH THEIR DESIRED
IN PLACE. OPERATIONAL CONDITION.
3. GRADE THE LOCATION OF THE 6. DISPOSE OF SEDIMENT AND DEBRIS IN
VIBRATION GRID SO THAT RUNOFF FROM A MANNER THAT WILL NOT CREATE AN
THE UNIT WILL NOT FLOW INTO THE EROSION OR POLLUTION HAZARD.
STREET, BUT WILL FLOW TOWARDS AN
APPROPRIATE SEDIMENT-TRAPPING
DEVICE.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C211
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL SHAKE
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
DOWN DEVICE DETAILS
Page 8
DETAILS PROVIDED BY IECA (2008)
FILTER SOCKS MAY NEED TO FULLY SURROUND
THE INLET TO INTERCEPT SEDIMENT RUNOFF
PVC PIPE SPACERS SEDIMENT COLLECTION PIT EXCAVATED AROUND INLET
FROM THE ROAD AND VERGE
GEOTEXTILE FILTER SOCK
GULLY GRATE WRAPPED IN NON-WOVEN FILTER SIDE INLET REMAINS OPEN
FABRIC (MINIMUM, BIDIM A34 OR EQUIVALENT)
FABRIC WRAP DROP INLET PROTECTION WITH TRENCH
FILTER SOCK SEDIMENT TRAP ON A SAG INLET
OPEN CONCRETE BLOCKS LOCKED IN PLACE
WITH TIMBER CHOCKS AND COVERED WITH WIRE SAG INLET
GRATE WRAPPED IN NON-WOVEN
MESH
FILTER CLOTH (WOVEN SEDIMENT
SEDIMENT COLLECTION PIT FENCE FABRIC ONLY USED IN
EXCAVATED AROUND INLET HEAVY TRAFFIC AREAS)
STORMWATER
INLET GRATE
15 TO 25 MM AGGREGATE SIDE INLET REMAINS OPEN
TYPICAL DETAILS OF EXCAVATED SEDIMENT COLLECTION TRENCH
BLOCK AND AGGREGATE TYPE SEDIMENT TRAP ON A SAG INLET
STORMWATER GULLY SEDIMENT TRAP (SAG INLET) NOTES STORMWATER FIELD INLET SEDIMENT TRAP NOTES
INSTALLATION MAINTENANCE REMOVAL MATERIALS REMOVAL
1. REFER TO APPROVED PLANS FOR 1. INSPECT ALL SEDIMENT TRAPS 1. WHEN THE UP-SLOPE DRAINAGE
LOCATION AND INSTALLATION DAILY AND IMMEDIATELY AFTER FABRIC (LIGHT TRAFFIC AREAS): 4. WRAP THE FABRIC AROUND OR 1. WHEN THE UP-SLOPE DRAINAGE
AREA HAS BEEN STABILISED,
HEAVY-DUTY, NEEDLE-PUNCHED, OVER THE STORMWATER INLET AREA HAS BEEN STABILISED,
DETAILS. IF THERE ARE QUESTIONS RUNOFF-PRODUCING RAINFALL. REMOVE ALL MATERIALS INCLUDED
MAKE REPAIRS AS NEEDED. DEPOSITED SEDIMENT AND DISPOSE NON-WOVEN FILTER CLOTH (‘BIDIM’ GRATE IN SUCH A MANNER THAT REMOVE ALL MATERIALS INCLUDED
OR PROBLEMS WITH THE LOCATION,
OF IN A SUITABLE MANNER THAT WILL A34 OR EQUIVALENT). PREVENTS ANY WATER ENTERING DEPOSITED SEDIMENT AND DISPOSE
DIMENSIONS, OR METHOD OF
2. REMOVE COLLECTED SEDIMENT NOT CAUSE AN EROSION OR THE STORMWATER INLET WITHOUT OF IN A SUITABLE MANNER THAT WILL
INSTALLATION, CONTACT THE
ENGINEER OR RESPONSIBLE AND DISPOSE OF IN A SUITABLE POLLUTION HAZARD. FABRIC (HEAVY TRAFFIC AREAS): PASSING THROUGH THE FABRIC. NOT CAUSE AN EROSION OR
POLY-PROPYLENE, POLYAMIDE, POLLUTION HAZARD.
ON-SITE OFFICER FOR ASSISTANCE. MANNER THAT WILL NOT CAUSE AN
NYLON, POLYESTER, OR 5. ENSURE ALL OTHER FLOW ENTRY
EROSION OR POLLUTION HAZARD.
POLYETHYLENE WOVEN OR POINTS ARE COVERED WITH FABRIC
2. ENSURE THAT THE INSTALLATION
NON-WOVEN REINFORCED FABRIC. SUCH THAT WATER CANNOT ENTER
OF THE SEDIMENT TRAP WILL NOT 3. ENSURE SEDIMENT DOES NOT
THE FABRIC WIDTH SHOULD BE AT THE STORMWATER INLET WITHOUT
CAUSE UNDESIRABLE SAFETY OR ENTER THE STORMWATER DRAIN
LEAST 700mm, WITH A MINIMUM UNIT PASSING THROUGH A SUITABLE
FLOODING ISSUES. DURING DE-SILTING OPERATIONS
WEIGHT OF 140GSM. FABRICS FILTER.
AND MAINTENANCE OF THE TRAP.
SHOULD CONTAIN ULTRAVIOLET
3. INSTALL SEDIMENT TRAP IN
INHIBITORS AND STABILISERS TO 6. TAKE ALL NECESSARY MEASURE
ACCORDANCE WITH STANDARD 4. SEDIMENT ON THE ROAD SHALL BE
PROVIDE A MINIMUM OF 6 MONTHS TO MINIMISE SAFETY OR FLOODING
DRAWING SUPPLIED WITH THE REMOVED IMMEDIATELY IF IT
OF USEABLE CONSTRUCTION LIFE RISK CAUSED BY OPERATION OF THE
APPROVED PLAN, OR AS DIRECTED REPRESENTS A SAFETY HAZARD.
BY THE SITE SUPERVISOR. (ULTRAVIOLET STABILITY EXCEEDING SEDIMENT TRAP.
70%).
4. ENSURE THE SEDIMENT TRAP MAINTENANCE
FULLY ENCLOSES THE KERB INLET. INSTALLATION
USE APPROPRIATE SPACERS TO 1. INSPECT THE BARRIER AFTER
1. REFER TO APPROVED PLANS FOR EACH RUNOFF-PRODUCING
ENSURE THE SEDIMENT TRAP DOES
LOCATION AND DIMENSIONAL RAINFALL EVENT AND MAKE REPAIRS
NOT BLOCK THE SIDE-ENTRY INLET.
DETAILS. IF THERE ARE QUESTIONS AS NEEDED TO THE SEDIMENT TRAP.
OR PROBLEMS WITH THE LOCATION,
5. IF NECESSARY, INSTALL DIMENSIONS OR METHOD OF
ADDITIONAL ‘ON-GRADE KERB INLET 2. REMOVE COLLECTED SEDIMENT
INSTALLATION CONTACT THE AND DISPOSE OF IN A SUITABLE
SEDIMENT TRAPS’ UP-SLOPE OF THE
ENGINEER OR RESPONSIBLE MANNER THAT WILL NOT CAUSE AN
SAG INLET TO ADEQUATELY RETAIN
ON-SITE OFFICER FOR ASSISTANCE. EROSION OR POLLUTION HAZARD.
THE EXPECTED QUANTITY OF
SEDIMENT RUNOFF.
2. ENSURE THAT THE INSTALLATION 3. REPLACE THE FABRIC IF IT IS TORN
OF THE SEDIMENT TRAP WILL NOT OR DAMAGED.
6. TAKE ALL NECESSARY MEASURE
CAUSE UNDESIRABLE SAFETY OR
TO MINIMISE THE SAFETY RISK
FLOODING ISSUES. 4. SEDIMENT DEPOSITS SHOULD BE
CAUSED BY THE STRUCTURE.
REMOVED IMMEDIATELY IF THEY
3. SELECT THE APPROPRIATE FABRIC REPRESENT A SAFETY RISK.
FOR THE SITE CONDITIONS.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C212
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL INLET
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
PROTECTION DETAILS
Page 9
DETAILS PROVIDED BY IECA (2008)
MATERIALS INSTALLATION (COMPOST-FILLED SOCKS)
ROCK: 150 TO 300mm EQUIVALENT DIAMETER, 1. REFER TO APPROVED PLANS FOR LOCATION
HARD, EROSION RESISTANT ROCK. AND INSTALLATION DETAILS. IF THERE ARE
QUESTIONS OR PROBLEMS WITH THE
SANDBAGS: GEOTEXTILE BAGS (WOVEN LOCATION OR METHOD OF INSTALLATION
SYNTHETIC, OR NON-WOVEN CONTACT THE ENGINEER OR RESPONSIBLE
BIODEGRADABLE) FILLED WITH CLEAN ON-SITE OFFICER FOR ASSISTANCE.
COARSE SAND, CLEAN AGGREGATE, OR
COMPOST. 2. PRIOR TO PLACEMENT OF THE SEDIMENT
TRAP, ENSURE THE DRAINAGE CHANNEL IS
INSTALLATION (ROCK CHECK DAM) DEEP ENOUGH TO PREVENT WATER BEING
UNSAFELY DIVERTED OUT OF THE DRAIN
1. REFER TO APPROVED PLANS FOR LOCATION
ONCE THE CHECK DAMS ARE INSTALLED.
AND INSTALLATION DETAILS. IF THERE ARE
QUESTIONS OR PROBLEMS WITH THE
3. LOCATE EACH SOCK AS DIRECTED WITHIN
LOCATION OR METHOD OF INSTALLATION
THE APPROVED PLANS, OR OTHERWISE AT
CONTACT THE ENGINEER OR RESPONSIBLE
SUCH A SPACING TO ACHIEVE THE REQUIRED
ON-SITE OFFICER FOR ASSISTANCE.
SEDIMENT TRAPPING OUTCOMES.
2. PRIOR TO PLACEMENT OF THE SEDIMENT
4. PLACE EACH SOCK TO THE LINES AND PLACEMENT OF CHECK DAM SEDIMENT TRAPS
TRAP, ENSURE THE DRAINAGE CHANNEL IS
PROFILE SHOWN IN THE APPROVED PLAN OR
DEEP ENOUGH TO PREVENT WATER BEING
AS DIRECTED BY THE SITE SUPERVISOR.
UNSAFELY DIVERTED OUT OF THE DRAIN
ONCE THE CHECK DAMS ARE INSTALLED.
5. ENSURE EACH SOCK EXTENDS UP THE
CHANNEL BANKS (WHERE PRACTICAL) TO A
3. LOCATE EACH CHECK DAM SEDIMENT TRAP
LEVEL AT LEAST 100mm ABOVE THE CREST
AS DIRECTED WITHIN THE APPROVED PLANS,
LEVEL OF THE CHECK DAM.
OR OTHERWISE AT SUCH A SPACING TO
ACHIEVE THE REQUIRED SEDIMENT TRAPPING
OUTCOMES.
REMOVAL
4. IF THE CHECK DAMS ARE ALSO BEING USED
TO CONTROL EROSION WITHIN THE DRAINAGE 1. WHEN CONSTRUCTION WORK WITHIN THE
CHANNEL, THEN LOCATE EACH SUCCESSIVE DRAINAGE AREA ABOVE THE CHECK DAMS
CHECK DAM SUCH THAT THE CREST OF THE HAS BEEN COMPLETED AND DISTURBED
IMMEDIATE DOWNSTREAM DAM IS LEVEL WITH AREAS SUFFICIENTLY STABILISED TO
THE CHANNEL INVERT AT THE IMMEDIATE RESTRAIN EROSION, THE DAMS MUST BE
UPSTREAM CHECK DAM. REMOVED, UNLESS THE SEDIMENT TRAPS ARE
TO REMAIN AS A PERMANENT FEATURE.
5. CONSTRUCT EACH CHECK DAM TO THE
DIMENSIONS AND PROFILE SHOWN WITHIN 2. REMOVE COLLECTED SEDIMENT AND
THE APPROVED PLAN. DISPOSE OF IN A SUITABLE MANNER THAT WILL
NOT CAUSE AN EROSION OR POLLUTION
6. WHERE SPECIFIED, THE CHECK DAMS MUST HAZARD.
BE CONSTRUCTED ON A SHEET OF
GEOTEXTILE FABRIC USED AS A DOWNSTREAM 3. REMOVE AND APPROPRIATELY DISPOSE OF
SPLASH PAD. ALL MATERIALS INCLUDING ANY GEOTEXTILE
FABRIC.
7. EACH CHECK DAM MUST BE EXTENDED UP
THE CHANNEL BANK (WHERE PRACTICABLE) 4. STABILISE THE DISTURBED CHANNEL WITH A
TO AN ELEVATION AT LEAST 150mm ABOVE THE LINING OF FABRIC AND ROCK, OR ESTABLISH
CREST LEVEL OF THE DAM. VEGETATION AS APPROPRIATE.
MAINTENANCE
1. INSPECT EACH CHECK DAM AND THE
DRAINAGE CHANNEL AT LEAST WEEKLY AND
AFTER RUNOFF-PRODUCING RAINFALL.
2. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN
ANY OF THE CHECK DAMS, THEN CHECK THE
SPACING OF THE DAMS AND WHERE
NECESSARY INSTALL INTERMEDIATE CHECK
DAMS OR A SUITABLE CHANNEL LINER.
3. CHECK FOR DISPLACEMENT OF THE CHECK
DAMS.
4. CHECK FOR SOIL SCOUR AROUND THE
EROSION IS OCCURRING, CONSIDER
EXTENDING THE WIDTH OF THE CHECK DAM
TO AVOID SUCH PROBLEMS.
5. IF SEVERE SOIL EROSION OCCURS EITHER
UNDER OR AROUND THE CHECK DAMS, THEN
SEEK EXPERT ADVICE ON AN ALTERNATIVE
TREATMENT MEASURE.
6. DE-SILT SEDIMENT TRAP IF THE SEDIMENT
LEVEL EXCEEDS 1/3 THE CREST HEIGHT.
7. DISPOSE OF COLLECTED SEDIMENT IN A
SUITABLE MANNER THAT WILL NOT CAUSE AN
EROSION OR POLLUTION HAZARD.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C213
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL ROCK
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
CHECK DAM DETAILS
Page 10
EARTHWORKS EARTHWORKS LEGEND
CUT (m3) FILL (m3) NETT (m3)
250.9 0 250.9
SITE STRIP (50mm CLEARING + 50mm STRIP)
3003.9 502.8 2750.8
SITE EXCAVATION (WORKS 1)
NOTE:
EARTHWORKS VOLUMES ARE TAKEN FROM EXISTING SURFACE LEVEL.
CONTRACTOR IS TO CONFIRM VOLUMES PRIOR TO TENDER OR COMMENCEMENT OF WORKS ON SITE.
FILL
CUT
A
B C310
C310
Admin
WS WS WS WS WS Waste Room
8 x Bike
Spaces
tug
Disabled /
Trade Hub 1 Trade Hub 2 Trade Hub 3 Trade Hub 4 Trade Hub 5 End of trip
facility
Trade Hub 6
A :82.55sqm A :57.77sqm A :57.77sqm A :57.77sqm A :58.85sqm
Motorbike A :111.22sqm
Parking
C
C315
WS
PROPOSED CONCRETE DRIVEWAY &
CAR PARKING
Lower Level
8.00 FFL : 8.00
WS
8.20
Trade Hub 7
A :44.24sqm
Trade Hub 16 Trade Hub 17 11.60
A :63.64sqm A :67.16sqm
Trade Hub 8
Trade Hub 15 WS
A :75.45sqm WS A :42.66sqm
Trade Hub 14 WS
A :82.32sqm
WS
WS
WS
Trade Hub 9
A :70.11sqm
e
orbik
Mot rking
Pa
12.00
D
OUT
LINE
C315
OF G
Trade Hub 10
R
A :46.20sqm
OUN
DF
WS
LOO
Trade Hub 11
R
8.20 11.80
A :45.36sqm
WS
Trade Hub 12
A :45.36sqm
WS
Trade Hub 13
A :48.80sqm
8.25
W
S
8.30
R
LOO
DF
UN
RO
FG
EO
TLIN
OU
8.30
SCALE 1 : 100
8.30
(m)
0 1 2 3 4 5
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. AS SHOWN
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C300
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT NP (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU EARTHWORKS LAYOUT PLAN B
Page 11
CONTRACTOR TO CONFIRM SOIL TYPE AND
THIS DEVELOPMENT MAY REQUIRE THE IMPLEMENTATION GEOTECHNICAL RECOMMENDATIONS / BULK EARTHWORKS NOTES EARTHWORKS SEQUENCE
ACCEPTABLE TEMPORARY BATTER ANGLE
WITH GEOTECHNICAL ENIGINEER PRIOR TO
OF SOIL RETENTION METHODS DURING CONSTRUCTION. IT 1. TOPSOIL STRIPPED FROM SITE TO BE USED FOR FINAL TOPSOIL PRIOR TO IMPORT OF ADDITIONAL TOPSOIL. 1. INSTALL ALL VEGETATION PROTECTION, EROSION AND SEDIMENT CONTROL, AND SITE SPECIFIC MEASURES
UNDERTAKING EARTHWORKS IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE 2. EXCESS CUT MATERIAL TO BE SPREAD ON-SITE AS PER THE SUPERINTENDENTS INSTRUCTIONS PRIOR TO THE COMMENCEMENT OF ANY WORK
WORKS ARE CERTIFIED BY A SUITABLY QUALIFIED RPEQ 3. SOLID EARTHWORKS VOLUMES SHOWN. (NO BULKING FACTOR USED) 2. STRIP ALL TOPSOIL / ORGANIC MATERIAL FROM CONSTRUCTION AREA AND REMOVE FROM SITE OR
4. BULK EARTHWORKS ASSUMED ONLY. NO DETAILED DESIGN HAS BEEN UNDERTAKEN. STOCKPILE AS DIRECTED BY SUPERINTENDENT.
CONTRACTOR TO CONFIRM LOCATION OF ALL AND INSTALLED PRIOR TO COMMENCING FILLING AND 5. BULK EARTHWORKS LEVELS HAS NOT ALLOWED FOR STRUCTURAL DESIGN OF FOOTINGS, DEPRESSIONS, 3. EXCAVATE MATERIAL AS INDICATED ON THE BULK EARTHWORKS PLAN
SERVICES TRAVERSING OR ADJACENT TO THE EXCAVATION WORKS AS INDICATED ON THIS PLAN FALLS AND HYDRAULICS U.N.O. THESE ARE ADDITIONAL EXCAVATIONS AND SHALL BE DETERMINED ON SITE 4. PRIOR TO PLACING FILL, PROOF ROLL EXPOSED SUB-GRADE WITH AN 8 TONNE (MIN) ROLLER OR WATER
BY THE CONTRACTOR. ANY EXCESS MATERIAL REMOVED FROM SITE WILL REQUIRE TO BE REPLACED AS PER TRUCK TO DETECT THEN REMOVE SOFT SPOTS, REPLACE UNSUITABLE MATERIAL WITH SUITABLE GRANULAR
DEVELOPMENT SITE PRIOR TO UNDERTAKING THE MINIMUM COMPACTION REQUIREMENTS MATERIAL AND COMPACT TO THE MINIMUM COMPACTION REQUIREMENTS LISTED.
WORKS. ANY DAMAGE TO EXISTING ROADWAYS WILL BE 6. ALL EXCESS MATERIAL REMOVED AS DIRECTED BY CIVIL, STRUCTURAL OR GEOTECHNICAL ENGINEER HAS (TO BE UNDERTAKEN IN THE PRESENCE OF A CIVIL / GEOTECHNICAL ENGINEER)
NOT BEEN INCLUDED IN THESE CALCULATIONS. 5. GEOTECHNICAL ENGINEER TO UNDERTAKE SUB-GRADE COMPACTION TESTING TO LEVEL 1 AS PER AS 3798
RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE. 7. ALL ARCHITECTURAL FINISHED SURFACE LEVELS SUPERSEDE THOSE INDICATED ON THE BULK EARTHWORKS (2007) AND PROVIDE CBR VALUES FOR ADJUSTMENT TO PAVEMENT DESIGN
CONTRACTOR TO PROTECT ALL SERVICES PLAN. THE CONTRACTOR SHALL CONFIRM THE FINAL PAD LEVEL REQUIRED TO SUIT THE STRUCTURAL 6. FILLING IS TO BE PLACED AND COMPACTED IN MAXIMUM 150mm LAYERS AND TO THE MINIMUM COMPACTION
TRAVERSING OR ADJACENT TO THE DESIGN WITH THE STRUCTURAL DRAWINGS PRIOR TO COMMENCEMENT OF WORK. REQUIREMENTS LISTED.
DEVELOPMENT SITE AT ALL TIMES ALL ENVIRONMENTAL MEASURES INCLUDING 8. REFER GEOTECHNICAL REPORT / ENGINEER FOR SUITABILITY OF MATERIAL WON FROM EXCAVATION AS 7. AFTER ALL BULK EARTHWORKS HAS OCCURED, PROOF ROLL THE FINISHED PAD LEVEL WITH AN 8 TONNE
BACKFILL (MIN) ROLLER OR WATER TRUCK TO DETECT THEN REMOVE SOFT SPOTS, REPLACE UNSUITABLE MATERIAL
VEGETATION PROTECTION AND EROSION AND 9. MOST OF THE MATERIAL WON FROM EXCAVATION WOULD BE SUITABLE FOR REUSE AS COMPACTED FILLING WITH SUITABLE GRANULAR MATERIAL AND COMPACT TO THE MINIMUM COMPACTION REQUIREMENTS LISTED.
REFER STRUCTURAL ENGINEER FOR DETAILS SEDIMENT CONTROL SHALL BE IN PLACE PRIOR APART FROM ANY MATERIAL LISTED AS UNSUITABLE MATERIAL, OR ANY OVERSIZED MATERIAL (GENERALLY >
TO THE COMMENCEMENT OF ANY WORK 150mm IS NOT RECOMMENDED)
OF TEMPORARY SOIL RETENTION METHOD 10. WHERE NATURAL LEVELS ARE CUT - DEEP TYNE EXPOSED SURFACE SOILS TO AN ADDITIONAL DEPTH OF BASEMENT / TANK EXCAVATION NOTES
300mm, WITH THE ADDITION OF WATER, AS NECESSARY, TO ADJUST THE MOISTURE CONTENT TO + / - 2 % OF
THE STANDARD OPTIMUM MOISTURE CONTENT. REFER TO GEOTECHNICAL REPORT FOR FURTHER 1. THE EXCAVATION METHOD SHALL BE ADVISED BY A RPEQ GEOTECHNICAL ENGINEER.
ANY DAMAGE TO EXISTING ROADWAYS WILL BE THE CONTRACTOR IS TO PRODUCE A TREATMENT OF SUB-GRADE MATERIALS 2. METHOD OF CONSTRUCTION IS TO BE PROVIDED TO THE RPEQ GEOTECHNICAL ENGINEERBY THE BUILDER.
RECTIFIED BY THE CONTRACTOR AT HIS MANAGEMENT PLAN FOR CONTROL OF DUST 11. PROVIDE TRAFFICABLE BASE TO BOTTOM OF EXCAVATION ANY SURPLUS WATER TO BE PUMPED OUT and 3. NAXOS ENGINEERS ARE NOT RESPONSIBLE FOR ANY DESIGN OF TEMPORARY WORKS OR METHOD OF
EXCAVATION/CONSTRUCTION.
EXPENSE. AND AIR EMISSIONS DURING WORKS. DISPOSED OF THROUGH SAND FILTER and PUMPED INTO STORM WATER. REFER EROSION AND SEDIMENT
4. NO EXCAVATION IS TO BE COMMENCE UNTIL THE RPEQ GEOTECHNICAL ENGINEER HAS ENDORSED THE
CONTROL PLAN FOR LOCATION OF SUMP (IF REQUIRED)
12. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ESTABLISH THE QUANTITIES AS THE VOLUMES PROVIDED ARE METHOD OF CONSTRUCTION AND HAVE DETERMINED THE SLOPE STABILITY OF OPEN FACE CUT / SLOPE.
NO DUST IS TO EXTEND BEYOND THE SITE 5. ALL SURROUNDING BUILDINGS MUST BE PROTECTED FROM ANY MOVEMENT / SETTLEMENT THAT IS CAUSED
ESTIMATES ONLY
EXACT 'AS CONSTRUCTED' LOCATION OF BOUNDARY INCLUDING VEHICLES ENTERING BY THE EARTHWORKS ACTIVITIES.
13. IF RETAINING WALLS ARE TO BE DESIGNED BY NAXOS ENGINEERS, SOIL TESTING MUST BE CARRIED OUT BY
SERVICES ARE TO BE LOCATED PRIOR TO AND LEAVING THE SITE. CERTIFIED NATA SOIL TESTING COMPANY TO PROVIDE BEARING CAPACITY FOUND ON SITE. 6. NAXOS ENGINEERS TAKE NO RESPONSIBILITY FOR ANY CONSTRUCTION METHODOLOGY AND SEQUENCE OF
PIERS AND FOUNDATIONS BEING FORMED. WORKS.
7. NO VIBRATION EQUIPMENT IS TO BE USED OR ALLOWED DURING THE EXCAVATION OF THE BASEMENT.
BULK EARTHWORKS APPROVAL 8. ANY DEWATERING OF GROUND WATER MUST SEEK THE ADVISE OF THE RPEQ GEOTECHNICAL ENGINEER.
REFER STRUCTURAL DRAWINGS FOR DETAILS EROSION AND SEDIMENT CONTROL (ESC) MEASURES TO 1. APPROVAL IS REQUIRED BY ALL RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF WORKS ON SITE.
OF PROPOSED RETAINING WALL 2. THE BULK EARTHWORKS PLANS AND ALL SUPPORTING INFORMATION, INCLUDING ALL EROSION AND TYPICAL EARTHWORKS EMBANKMENT NOTES
BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. SEDIMENT CONTROL PLANS, SHALL REMAIN ON SITE AT ALL TIMES.
CONSTRUCTION 1. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT THE SITE WORKS DO NOT COMPROMISE / UNDERMINE
OR PLACE ADDITIONAL SURCHARGE ON ANY EXISTING STRUCTURES.
EROSION PLANS AND BUILDING REPRESENTATIVE EXISTING SERVICES 2. BATTER ANGLES MUST COMPLY WITH LOCAL AUTHORITY REQUIREMENTS AND ARE TO CONFORM TO THE
REFER STRUCTURAL DRAWINGS PREPARED BY
FAMILIAR WITH THE PLAN MUST BE ON SITE AT ALL 1. EXACT LOCATION OF ALL SERVICES, SHALL BE LOCATED PRIOR TO THE COMMENCEMENT OF WORK. IT IS THE ABOVE DIAGRAM.
STRUCTURAL ENGINEER FOR FOOTING SLAB AND 3. ALL BATTERS SHALL BE PROTECTED FROM EROSION, AND ADEQUATE EROSION AND SEDIMENT CONTROL
TIMES DURING CONSTRUCTION BUILDERS RESPONSIBILITY TO CONFIRM THE DEPTH AND LOCATION OF SERVICES, AND NAXOS ENGINEERS
WALL DETAILS. MEASURES IN PLACE PRIOR TO THE COMMENCEMENT OF WORK.
ACCEPTS NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE SERVICES SHOWN.
4. SHOULD THE ABOVE CONDITIONS NOT BE ACHIEVED NAXOS ENGINEERS MUST BE CONTACTED PRIOR TO ANY
SITE WORKS BEING UNDERTAKEN
ADJOINING PROPERTY
1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE EFFECTS OF THE EARTHWORKS DO NOT HAVE AN PAD AND FINISHED LEVEL NOTES
IMPACT TO THE NEIGHBOURING PROPERTIES. SHOULD AN ISSUE ARISE ON SITE THE CONTRACTOR SHALL
INFORM THE SUPERINTENDENT IMMEDIATELY. 1. ACTUAL FINISHED LEVELS SHOWN ON THIS PLAN ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL
2. THE CONTRACTOR IS TO RECEIVE WRITTEN PERMISSION PRIOR TO ENTERING OR COMMENCING WORK FINISHED LEVELS SHALL BE SET-OUT IN ACCORDANCE WITH ARCHITECTURAL PLANS (REPORT ANY
OUTSIDE THE DEVELOPMENT SITE, AND SHALL RECEIVE PERMISSION FROM EASEMENT HOLDERS AND LOCAL DISCREPANCIES TO NAXOS ENGINEERS IMMEDIATELY)
AUTHORITY PRIOR TO WORK COMMENCING. 2. THE PAD LEVEL SHOWN WAS CALCULATED USING THE FOLLOWING PAVEMENT DESIGN, REFER STRUCTURAL
DRAWINGS FOR CONFIRMATION OF LEVELS.
AUTHORITY REGULATIONS
1. WORK HOURS ARE TO BE AS PER LOCAL COUNCIL REQUIREMENTS. CONTRACTOR TO REFER LOCAL FFL RL
100 SLAB 125 SLAB RL 50 TURF
AUTHORITY WEBSITE FOR SUITABLE WORK HOURS.
PL 50 SAND PL 50 SAND PL 100 TOPSOIL
2. ALL EROSION AND SEDIMENT CONTROL MEASURES, FENCES ,SITE SIGNAGE AND TEMPORARY DRAINAGE
FIRE ANT NOTE MEASURES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF WORK.
NOOSAVILLE IS LISTED WITHIN THE QUEENSLAND GOVERNMENT'S FIRE ANT 3. ALL VEGETATION PROTECTION AND PRESERVATION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING PAD PAVEMENT AREA LANDSCAPE AREA
BIOSECURITY ZONE 2, CONTACT THE DPI ON 13 25 23 TO CHECK COMMENCEMENT OF WORK
RESTRICTIONS THAT MAY BE IMPOSED ON YOUR DEVELOPMENT. MINIMUM COMPACTION REQUIREMENTS
SHOULD FIRE ANTS BE ENCOUNTERED ON SITE THE DPI IS TO BE
SOIL CONTAMINATION
COHESIVE SOILS COHESIONLESS SOILS
CONTACTED ON 13 25 23 IMMEDIATELY. DO NOT DISPOSE, OR DISTURB
NESTS, OR GROUND WHERE FIRE ANTS ARE APPARENT. 1. ANY SUSPECTED GROUND OR GROUND WATER CONTAMINATION SHALL BE INVESTIGATED BY A SUITABLY MIN RELATIVE
APPLICATION COHESION INDEX
QUALIFIED GEOTECHNICAL ENGINEER. COMPACTION %
2. IF CONTAMINATED SOILS ARE ENCOUNTERED ON SITE, A CONTAMINATED SOILS REPORT IS TO BE
UNDERTAKEN BY A GEOTECHNICAL ENGINEER OUTLINING APPROVED TREATMENT, OR ACCEPTABLE 1 RESIDENTIAL - ALLOTMENT FILL, BUILDING PADS 95 70
LEVEL 1 COMPACTION DISPOSAL LOCATIONS FOR ALL MATERIAL REMOVED FROM SITE. (MAX20kPa SLAB, Max 100kPa FOOTINGS
ALL FILLING ON SITE TO BE LEVEL 1 COMPACTED 3. FINAL APPROVAL FROM REGULATORY AUTHORITY MAY BE REQUIRED PRIOR TO DISTURBING IN-SITU 2 COMMERCIAL - ALLOTMENT FILL, BUILDING PADS 98 75
FILL AS PER AS3798 UNLESS NOTED OTHERWISE MATERIAL. (and Residential > Max Bearing from above)
(NOTE TYPE 2 TESTING MAY ONLY BE USED FOR
INDIVIDUAL RESIDENTIAL LOTS ONLY) 3 FILL TO SUPPORT PAVEMENTS
CONSTRUCTION RECORDS GENERAL FILL 95 70
'H'
SUBGRRADE (depth to 0.3m below box) 98 75
1. ADEQUATE RECORDS SHALL BE KEPT THROUGHOUT CONSTRUCTION INCLUDING BUT NOT LIMITED TO;
FILL CUT · LOCATION AND QUANTITY OF EXCESS CUT (DUMP SITE)
MINIMUM COMPACTION NOTES
· THE AREAS ON SITE OF ALL FILL
· LEVELS OF STRIPPED SURFACE 1. REFER TABLE 5.1 AS 3798-2007 FOR NOTES RELATING TO MINIMUM COMPACTION TABLE
· LOCATION OF ANY VEGETATION REMOVED 2. REFER TO GEOTECHNICAL REPORT FOR THE REQUIRED TREATMENT SPECIFIC TO THIS SITE
'H'
· LOCATION OF SITE CONTAMINATION / UNSUITABLE MATERIAL
· LEVELS AT COMPLETION OF BULK EARTHWORKS WORK
GROUND
NATURAL · DETAILS OF SUB-GRADE TEST ROLLING (PROOF ROLLING)
D LEVEL · TYPES / SOURCE OF FILL MATERIAL
STRIPPE TYPICAL EARTHWORKS DETAIL (NOT SITE SPECIFIC) · LOCATION, LEVEL AND RESULT OF EACH COMPACTION TEST
· RECORD OF ALL ACTIONS TAKEN ON SITE
UNSUITABLE MATERIALS
1. REFER TO GEOTECHNICAL ENGINEER, AS REQUIRED, FOR DETERMINATION OF SUITABILITY OF MATERIAL WON
BATTER ANGLES - SHORT TERM ON SITE, OR BORROW PIT TO BE USED AS FILL MATERIAL.
2. ALL UNSUITABLE FILL SHALL BE EITHER REMOVED OR USED AS PER THE RECOMMENDATIONS IN THE
SLOPE = H : L GEOTECHNICAL REPORT.
MATERIAL TYPE (REFER GEOTECHNICAL REPORT) 3. PRIOR TO ANY EARTHWORKS STRIP TOPSOIL CONTAINING ORGANIC MATTER FROM BUILDING + PAVEMENT
H AREAS TO AN APPROX. DEPTH OF 0.10m. SPOIL MATERIAL AS DIRECTED BY THE MANAGER. REMOVE RUBBLE,
H ≤ 2.0M
L STABLE ROCK SAND SILT FIRM CLAY SOFT CLAY SOFT SOILS OVER SATURATED MATERIALS AND ALL ORGANIC MATTER.
COMPACTED FILL 1:1 1:3 1:4 1:2 N/A N/A
CUTTING N/A 1:3 1:4 1:2 1:3 N/A TESTING / INSPECTIONS
* N/A - REFER TO GEOTECHNICAL REPORT FOR TREATMENT OF UNSUITABLE MATERIAL 1. ALL TESTING OF EARTHWORKS SHALL BE DONE AT THE CONTRACTORS EXPENSE, UNLESS NOTED
Note: ALL BATTER ANGLES APPROXIMATELY ONLY AND ARE TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OTHERWISE.
2. SHALL A SUB-GRADE OR PROOF ROLL INSPECTION FAIL, OR ADDITIONAL INSPECTIONS BE REQUIRED FOR ANY
REASON OUTSIDE, THE CONTRACTOR WILL WEAR THE COSTS OF ANY SUBSEQUENT RE-INSPECTIONS,
UNLESS NOTED OTHERWISE.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C305
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU EARTHWORKS GENERAL NOTES B
Page 12
SECTION A
S ALE 1:100 C300
SECTION B
S ALE 1:100 C300
SCALE 1 : 100
(m)
0 1 2 3 4 5
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. 1:100
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C310
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU EARTHWORKS SECTIONS SHEET 1 OF 2 B
Page 13
SECTION C
S ALE 1:100 C300
SECTION D
S ALE 1:100 C300
SCALE 1 : 100
(m)
0 1 2 3 4 5
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. 1:100
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C315
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU EARTHWORKS SECTIONS SHEET 2 OF 2 B
Page 14
NOTE:
STORMWATER DRAINAGE LEGEND
CONTRACTOR / BUILDER TO REPAIR ANY DAMAGE TO EXISTING KERB AND CHANNEL,
ROADWAY OR FOOTPATH DURING THE CONSTRUCTION PHASE OF THE PROJECT.
NOTE:
REFER STRUCTURAL ENGINEERS DRAWINGS FOR ALL
DRIVEWAY, BASEMENT AND HARDSTAND SLAB DETAILS.
NOTES:
1. THIS IS A GENERIC LEGEND. NOT ALL ITEMS WITHIN THIS LEGEND MAY BE
PRESENT ON THIS PLAN AND THE SCALE OF THE ITEMS MAY BE DIFFERENT TO
THE ITEMS PRESENTED ON THIS PLAN.
GENERAL LEGEND - LINE TYPES
FH
FFL 0.000m
PL 0.000m
SERVICES LEGEND
SCALE 1 : 200
(m)
0 2 4 6 8 10
GROUND FLOOR PLAN
SCALE 1:200
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. AS SHOWN
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C400
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU GROUND FLOOR FINISHED GRADING PLAN B
The text continues on page 15.