Original source · versioned page text
24-099 RENE (58) - Fullset [B]
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
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.