Original source · versioned page text
Combined_Civil_Drawings_-_Royal_Mail_Hotel
Very large file (13.6 MB): the original may take a few minutes to open or download. The page text below is quick to read.
ROYAL MAIL HOTEL
NO
OS
A
RI
TEWANTIN
BLAKESL
VE
EY STREE
R
T
REET
SITE
DIYAN ST
TREET
RSL
SIDONI S
MEMORIAL
POINCIA PARK
NA AVEN
UE
ALTERATIONS AND ADDITIONS
LOCALITY MAP IPWEA STANDARD DRAWING LIST
N.T.S
DRAINAGE DRAWING LIST
NOOSA COUNCIL NATSPEC SPECIFICATIONS DS-001 INDEX OF STANDARD DRAWINGS - DRAINAGE DRAWING NUMBER TITLE DESCRIPTION
0000 NATSPEC NATIONAL CLASSIFICATION SYSTEM - APRIL 2024 GENERAL
DS-010 ACCESS CHAMBER - STORMWATER ACCESS CHAMBER DETAIL - 1050 TO 2100 DIA
0136 GENERAL REQUIREMENTS (CONSTRUCTIONS C0000 COVER SHEET, DRAWING LIST, STANDARD DRAWINGS AND SPECIFICATIONS
0161 QUALITY (CONSTRUCTION) ACCESS CHAMBER - MANHOLE FRAME - ROADWAY AND NON-ROADWAY) 1050 TO C0003 STANDARD NOTES
DS-015
2100 DIAMETER C0004 HAZARD RISK ASSESSMENT PLAN
0167 INTEGRATED MANAGEMENT
DS-018 ACCESS CHAMBER - MANHOLE RISER DETAILS (ROADWAY) C0005 LEGEND
0202 DEMOLITION (INTEROR AND ALTERATIONS)
DS-019 ACCESS CHAMBER - MANHOLE COVER (ROADWAY) 1050 TO 2100 DIA DEMOLITION
0222 EARTHWORKS C0050 DEMOLITION LAYOUT
DS-020 ACCESS CHAMBER - MANHOLE COVER (NON ROADWAY) 1050 TO 2100 DIA
0224 STORMWATER - SITE EARTHWORKS
ACCESS CHAMBER - MANHOLE COVER CONCRETE INFILL (PEDESTRIAN TRAFFIC)
DS-021
1050 TO 2100 DIA C0100 EARTHWORKS NOTES AND DETAILS
0257 LANDSCAPE - COMBINED
BEDDING AND BACKFILLING - EXCAVATION, BEDDING AND BACKFILLING RIGID & C0110 EARTHWORKS LAYOUT
DS-030
0259 LANDSCAPE MAINTENANCE FLEXIBLE DRAINAGE PIPES
C0120 EARTHWORKS SECTIONS
0271 PAVEMENT BASE AND SUBBASE DS-031 EXCAVATION, BEDDING AND BACKFILLING PRECAST BOX CULVERTS EROSION AND SEDIMENT CONTROL
SEDIMENT CONTROL - SEDIMENT CONTROL DEVICES - SEDIMENT FENCE - ENTRY C0200 EROSION & SEDIMENT CONTROL NOTES AND DETAILS
0272 ASPHALT DS-040
EXIT
C0210 EROSION & SEDIMENT CONTROL PHASE 1
0319 MINOR CONCRETE WORKS SEDIMENT CONTROL DEVICES - KERB AND FIELD INLETS - CHECK DAMS & STRAW
DS-041 C0220 EROSION & SEDIMENT CONTROL PHASE 2
BALES
1101 TRAFFIC MANAGEMENT DS-050 DRAINAGE PITS - FIELD INLET - TYPE 1 AND TYPE2 SITEWORKS AND DRAINAGE
C0300 ROADWORKS AND DRAINAGE NOTES AND DETAILS
1102 CONTROL OF EROSION AND SEDIMENTATION (CONSTRUCTION) DS-060 DRAINAGE PITS - KERB INLET - GENERAL ARRANGMENT
C0310 ROADWORKS AND DRAINAGE LAYOUT SHEET 1
1111 CLEARING AND GRUBBING DS-061 DRAINAGE PITS - KERB INLET - PRECAST LINTEL DETAILS
C0311 ROADWORKS AND DRAINAGE LAYOUT SHEET 2
1112 EARTHWORKS (ROAD RESERVE) DS-062 DRAINAGE PITS - KERB INLET - GRATE AND FRAME DRAINAGE SECTIONS
1171 SURFACE DRAINAGE DS-063 DRAINAGE PITS - KERB INLET - LIP IN LINE - GENERAL ARRANGEMENT C0500 DRAINAGE LONGITUDINAL SECTIONS
1173 PAVEMENT DRAINS DS-068 DRAINAGE PITS - KERB INLET - KERB IN LINE ANTI-PONDING SIGNS AND LINEMARKING
DS-069 DRAINAGE PITS - FIELD INLET PIT - DOME TOP COVER (900x600) C0850 SIGNS AND LINEMARKING NOTES AND DETAILS
1191 PAVEMENT MARKINGS
C0860 SIGNS AND LINEMARKING LAYOUT SHEET 1
1351 STORMWATER DRAINAGE (CONSTRUCTION)
C0861 SIGNS AND LINEMARKING LAYOUT SHEET 2
1352 PIPE DRAINAGE
1354 DRAINAGE STRUCTURE
THIS DRAWING IS BEST
VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
J:\2023\23169\05_DRAWINGS\DRG\C0000.DWG
PROJECT SETOUT CONTROL IT IS THE CONTRACTORS RESPONSIBILITY
SOURCE: REALSERVE TO UNDERTAKE A DBYD PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
VISIT: WWW.DIALBEFOREYOUDIG.COM.AU
R.P. DESCRIPTION DIAL: 1100 BETWEEN 8AM AND 5PM
LOT 1 ON RP845244
LOT 3 ON RP40197 STATUS
LOCAL GOVERNMENT: NOOSA SHIRE
LOCALITY: TEWANTIN FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:23 PM
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, COVER SHEET, DRAWING 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD LIST, STANDARD DRAWINGS DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- AND SPECIFICATIONS C0000 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
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 a few minutes. On mobile data, it is best to wait for Wi-Fi.
Full text of pages 2 to 8 (of 18)
Page 2
STANDARD NOTES ENVIRONMENTAL NOTES AS CONSTRUCTED INFORMATION
1. GENERAL VEGETATION PROTECTION AS-CONSTRUCTED INFORMATION INCLUDING ASSET REGISTERS IS A CRITICAL PART OF
1.1. NO WORK IS TO COMMENCE ON SITE UNTIL APPROVAL TO PROCEED HAS 1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED
PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED. AUTHORITY REQUIREMENTS FOR ASSET ACCEPTANCE:
BEEN GIVEN BY THE SUPERINTENDENT.
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD,
1.2. THE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
GIRDLES SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY 1. ALL ADAC PLANS, REDLINE MARKUPS OF DESIGN DRAWINGS, AUTHORITY ASSET REGISTERS, XML FILES, 12D XML REPORTS
SPECIFICATIONS AND STANDARD DRAWINGS LISTED. THE SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL.
SUPERINTENDENT WILL ON REQUEST RESOLVE ANY POINT OF CONFLICT. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTIONS AND ALL OTHER REQUIRED AUTHORITY REQUIRED AS-CONSTRUCTED INFORMATION IS TO BE SURVEYED, PREPARED AND
DIMENSIONS ARE NOT TO BE SCALED. AND REMAIN UNTIL COMPLETION. SIGNED BY A LICENSED SURVEYOR, ENGAGED BY THE CONTRACTOR.
1.3. WHERE A JUNCTION IS TO BE MADE TO EXISTING CONSTRUCTION THE 3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. a. BORNHORST + WARD IS NOT RESPONSIBLE FOR THE PREPARATION OF AS-CONSTRUCTED DOCUMENTS.
CONTRACTOR SHALL CONFIRM THE LOCATION AND LEVEL OF THIS IF ROOTS ARE SEVERED THE DAMAGED AREA SHOULD BE TREATED
b. AS-CONSTRUCTED INFORMATION NOT SIGNED BY A LICENSED SURVEYOR WILL BE REJECTED.
CONSTRUCTION PRIOR TO COMMENCING WORK ON ANY CRITICAL WITH A SUITABLE FUNGICIDE. CONTACT THE LOCAL CITY COUNCIL
ARBORIST FOR FURTHER ADVICE. 2. COUNCIL SUBMISSION AND RPEQ SIGNATURES OF THE AS CONSTRUCTED INFORMATION WILL NOT BE COMPLETED UNTIL
SECTION. THE SUPERINTENDENT MAY VARY LEVELS AND GRADIENTS OF
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY A REVIEW OF THE INFORMATION HAS OCCURRED AND THE DOCUMENTS REQUIRE NO FURTHER REVISIONS ACCORDING
NEW WORKS TO ACHIEVE A SATISFACTORY CONNECTION.
APPROVED ARBORIST. TO THE CONSULTING ENGINEERS REVIEW.
1.4. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE QUEENSLAND
WORKPLACE HEALTH AND SAFETY ACT. CONTACT YOUR NEAREST OFFICE 3. ALLOWANCE FOR A SINGLE ASSESSMENT OF THE AS CONSTRUCTED INFORMATION IS ALLOWED FOR BY BORNHORST +
SOIL
OF THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR 1. TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY. WARD. FAILURE TO PROVIDE DOCUMENTS SUITABLE TO AUTHORITY STANDARDS (E.G. LESS THAN 5 MAJOR DEFECTS IN
INFORMATION. Ph: 1300 362 128 2. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE SUPPLIED INFORMATION) WILL RESULT IN REJECTION OF THE DATA AND RE-ASSESSMENT FEES FROM BORNHORST +
1.5. THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL THE STORMWATER SYSTEM. THIS MAY INVOLVE PLACING WARD WILL APPLY.
MEASURES TO PREVENT OR REDUCE HARM TO THE ENVIRONMENT AS SET APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
3. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS 4. LOCAL AUTHORITY RE-SUBMISSION FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
OUT IN THE ENVIRONMENTAL PROTECTION ACT.
1.6. PLEASE NOTE THAT INSPECTIONS BY BORNHORST + WARD ARE PERIODIC FROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACID
SULPHATE SOIL TECHNICAL MANUAL REQUIRES THAT ACID
SITE INSPECTIONS TO SATISFY OURSELVES THAT WE CAN CERTIFY THAT
SULPHATE SOILS BE MANAGED AS FOLLOWS:
QA INFORMATION
WORK BEING CARRIED OUT IS GENERALLY IN ACCORDANCE WITH OUR 1. QA INFORMATION IS A CRITICAL PART OF THE FINAL CERTIFICATION REQUIREMENTS AND AUTHORITY REQUIREMENTS
DESIGN INTENT.
CREEK CROSSINGS FOR ASSET ACCEPTANCE.
1. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM a. QA INFORMATION REQUIRED FOR ASSET ACCEPTANCE AND FINAL CERTIFICATION IS OUTLINED BY THE PROJECT
2. SERVICES NOTES OF ANY EXCAVATION WORK.
SPECIFICATION, AND INCLUDES, BUT IS NOT LIMITED TO, MATERIAL AND PRODUCT SUPPLY CERTIFICATES,
2.1. LOCATION & PROTECTION 2. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT
THE LOCATION OF SERVICES SHOWN ON THESE PLANS HAS BEEN SEDIMENT FROM ENTERING THE CREEK. CERTIFICATES FOR CONSTRUCTION VERIFICATION TESTING COMPLETED ON SITE AND CCTV.
APPROXIMATED FROM KNOWN POSITIONS OF VALVES, 3. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK. b. THE SCOPE OF THE QA INFORMATION REQUIRED IS AS PER THE PROJECT SPECIFICATION AND LOCAL AUTHORITY
INSPECTION/ACCESS CHAMBERS, ETC AND INFORMATION SUPPLIED BY REQUIREMENTS. THIS SHALL ALSO BE COMPLETED AT FREQUENCIES OUTLINED BY THE LOCAL AUTHORITY
SERVICES AUTHORITIES. DETAILS OF SERVICES ARE PROVIDED FOR
REHABILITATION STANDARDS.
1. PREDISTURBANCE SOIL PROFILES & COMPACTION LEVELS SHALL BE
INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SINGLE CONSOLIDATED PACKAGE OF ALL QA INFORMATION
REINSTATED.
ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. THE 2. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. NECESSARY TO ACHIEVE FINAL CERTIFICATION AND TO SATISFY LOCAL AUTHORITY REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE LOCATION OF ALL 3. ALLOWANCE FOR A SINGLE ASSESSMENT OF THE QA INFORMATION IS ALLOWED FOR BY BORNHORST + WARD. FAILURE
SERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO COMMENCING
TO PROVIDE DOCUMENTS SUITABLE TO AUTHORITY STANDARDS (E.G. LESS THAN 5 MAJOR DEFECTS IN THE SUPPLIED
WORK AND PROVIDING ALL NECESSARY MEASURES TO PROTECT ALL
SERVICES DURING THE COURSE OF THE WORK. INFORMATION) WILL RESULT IN REJECTION OF THE DATA AND RE-ASSESSMENT FEES FROM BORNHORST + WARD WILL
2.2. STRUCTURES TO BE MAINTAINED IN A STABLE CONDITION AND NO PART APPLY.
TO BE OVERSTRESSED DURING CONSTRUCTION.
2.3. AUTHORITY SERVICES CONFLICTS
SERVICE RELOCATIONS ARE SHOWN WHERE KNOWN. THE CONTRACTOR IS ALL ENVIRONMENT PROTECTION MEASURES SHALL BE
CIVIL ENGINEERING FINAL CERTIFICATION, PRACTICAL COMPLETION, LOCAL
TO LOCATE, AND IF NECESSARY, LEVEL ALL SERVICES IN THE AREA OF THE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK, AUTHORITY 'ON MAINTENANCE'
WORKS PRIOR TO CONSTRUCTION. THE SUPERINTENDENT IS TO BE INCLUDING CLEARING, COMMENCING.
1. RPEQ COMPLETION CERTIFICATE FOR THE CIVIL WORKS AND/OR COUNCIL SUBMISSION APPLICATION FOR
ADVISED IMMEDIATELY OF ANY UNIDENTIFIED CONFLICTS.
'ON-MAINTENANCE' WILL NOT BE PROCESSED BY THE CONSULTING ENGINEER UNTIL THE FOLLOWING HAS BEEN
2.4. TELECOMMUNICATION CABLE
NO WORK IS TO BE CARRIED OUT WITHIN 3.0m OF CABLE IN URBAN AREAS PROVIDED:
AND 10.0m IN RURAL AREAS, WITHOUT FIRST CONSULTING THE RELEVANT a. ACCEPTABLE AS-CONSTRUCTED INFORMATION IN ACCORDANCE WITH THE ABOVE.
AUTHORITY. THE CONTRACTOR IS TO MANUALLY EXPOSE AND PROTECT b. ACCEPTABLE QA INFORMATION IN ACCORDANCE WITH THE ABOVE.
THE SERVICE WHEN EXCAVATING, OR WORKING, CLOSER TO c. ON-MAINTENANCE INSPECTIONS HAVE OCCURRED WITH BOTH THE CONSULTING ENGINEER AND LOCAL
TELECOMMUNICATION PLANT THAN THE ABOVE DISTANCES. AUTHORITY, DEFECTS HAVE BEEN RECTIFIED AND ACCEPTED IN WRITING BY THE CONSULTING ENGINEER AND
LOCAL AUTHORITY.
3. TRAFFIC CONTROL d. QA INFORMATION HAS BEEN ACCEPTED IN WRITING BY THE LOCAL AUTHORITY.
3.1. TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE QUEENSLAND 2. IN CASES WHERE A PROVISIONAL/UNCOMPLETED CERTIFICATE IS PROVIDED, THE UN-COMPLETED CIVIL WORKS,
TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT ON-MAINTENANCE AND AUTHORITY ACCEPTANCE MUST BE COMPLETED WITHIN 3 MONTHS OF THE PROVISIONAL
ISSUE). IF REQUESTED BY THE SUPERINTENDENT THE CONTRACTOR IS
CERTIFICATE, FAILURE TO COMPLETE WITHIN THIS TIME FRAME WILL SEE WORKS CARRIED OUT BY AN INDEPENDENT
REQUIRED TO PROVIDE FOR APPROVAL TRAFFIC MANAGEMENT PLANS
DETAILING THE TRAFFIC MOVEMENTS TO BE PROVIDED, THEIR STAGING, CONTRACTOR AT THE CONTRACTORS EXPENSE.
AND THE SIGNAGE ADOPTED IN EACH STAGE. 3. THE MAINTENANCE PERIOD WILL BE BOUND TO THE WRITTEN ON-MAINTENANCE ACCEPTANCE LETTER DATES ISSUED BY
THE LOCAL AUTHORITY AND NOT THE PC LETTER DATES. UNTIL SUCH TIME THAT THE AUTHORITY ISSUES THE WRITTEN
ON-MAINTENANCE LETTER, THE SITE IS CONSIDERED A CONSTRUCTION ZONE, IS CONSIDERED NOT ACCEPTED FOR
CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, MAINTENANCE BY THE AUTHORITY AND IS TO BE MANAGED BY THE CONTRACTOR, INCLUDING ALL PUBLIC INDEMNITY
COMMUNICATIONS, FIRE, HYDRAULIC SERVICES AND
LANDSCAPE CONSULTANT'S DRAWINGS FOR LIABILITY. THIS COULD RESULT IN A LONGER THAN TYPICAL (12 MONTH) DEFECTS PERIOD IF THE CONTRACTOR FAILS TO
LOCATIONS OF PROPOSED OR RETAINED SERVICES. COMPLETE THE AS CONSTRUCTED INFORMATION, QA INFORMATION, DEFECTS AND GENERALLY REQUIRED COMPLETION
NO PAVING OR KERB IS TO BE PLACED UNTIL ALL DOCUMENTS IN A TIMELY MANNER.
SERVICES UNDER HAVE BEEN PLACED AND TESTED. 4. OFF-MAINTENANCE NOTES:
a. 'OFF MAINTENANCE' WILL BE GRANTED BY THE LOCAL AUTHORITY, FOLLOWING COMPLETION OF THE
MAINTENANCE PERIOD AND RECTIFICATION OF ALL DEFECTS. AT THE EARLIEST, 'OFF-MAINTENANCE'
ACCEPTANCE WILL OCCUR AT THE DATES INDICATED BY THE LOCAL AUTHORITY 'ON-MAINTENANCE' ACCEPTANCE
LETTER (IRRELEVANT OF THE PC DATES). THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
ASSET UNTIL THIS TIME.
b. PRIOR TO THE LOCAL AUTHORITY INSPECTION, THE CONSULTING ENGINEER AND CONTRACTOR SHALL INSPECT
THE SITE TO IDENTIFY ANY DEFECTS THAT HAVE OCCURRED THROUGHOUT THE MAINTENANCE PERIOD.
c. THE OFF-MAINTENANCE INSPECTION CAN ONLY BE BOOKED ONCE THE CONTRACTOR HAS RECTIFIED ALL DEFECTS,
SUPPLIED ALL AUTHORITY REQUIRED SUBMISSIONS (E.G. CCTV) AND THE SITE IS DEEMED READY FOR SUCH AN
INSPECTION (E.G. IS THE SITE WELL MAINTAINED ETC).
PROJECT SETOUT
1. ALL PROJECT SETOUT (HORIZONTAL AND VERTICAL) IS TO BE
UNDERTAKEN BY THE CONTRACTOR FROM A DIGITAL SURFACE
THIS DRAWING IS BEST
MODEL (12D OR 3D-DWG) PROVIDED BY BORNHORST & WARD, VIEWED IN COLOUR AND
RELATIVE TO PERMANENT SURVEY MARKS OR OTHER SURVEY ON AN ELECTRONIC DEVICE
J:\2023\23169\05_DRAWINGS\DRG\C0003.DWG
CONTROL PROVIDED BY THE PRINCIPAL. THE CONTRACTOR IS TO
ALERT THE SUPERINTENDENT IF SUITABLE CONTROL IS NOT
AVAILABLE. IT IS THE CONTRACTORS RESPONSIBILITY
2. CONTRACTOR IS TO CONFIRM TIE-IN LEVELS TO EXISTING TO UNDERTAKE A DBYD PRIOR TO
FEATURES PRIOR TO CONSTRUCTION COMMENCEMENT OF CONSTRUCTION.
3. SURFACE LEVELS OF STORMWATER & SEWER MANHOLES AND VISIT: WWW.DIALBEFOREYOUDIG.COM.AU
OTHER SERVICE PITS ARE TO SUIT THE FINISHED SURFACE (LEVEL DIAL: 1100 BETWEEN 8AM AND 5PM
AND GRADIENT), WHICH MAY BE SLIGHTLY DIFFERENT TO ANY
CENTER OF STRUCTURE LEVELS PROVIDED. STATUS
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:27 PM
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, STANDARD NOTES 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- C0003 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Page 3
DESIGN HAZARD NOTES: DESIGN HAZARD SCHEDULE
1. BORNHORST + WARD, HAVING BEEN COMMISSIONED TO CARRY OUT DETAILED DESIGN NOTE:
AND DOCUMENTATION OF THESE WORKS, CONFIRM THAT THE BORNHORST + WARD ELIMINATION / MINIMISATION THIS SAFETY-IN-DESIGN REVIEW ONLY ADDRESSES
POTENTIAL RESIDUAL
DRAWING SET HAS BEEN INTERNALLY REVIEWED FOR DESIGN SAFETY IN ACCORDANCE ITEM DESIGN HAZARD RISK ITEMS THAT PRESENT HAZARDS DURING
WITH SECTION 22 OF THE WORK HEALTH AND SAFETY ACT 2011 QLD. HAZARD OR HAZARD / RISK RISK CONSTUCTION OR DEMOLITION AND THAT ARE
2. THIS REPORT SUMMARISES AN INTERNAL REVIEW OF BORNHORST + WARD'S DETAILED UNUSUAL OR ATYPICAL, OR UNIQUE TO THIS PROJECT.
DESIGN DRAWINGS FOR DESIGN SAFETY. EXISTING UNDERGROUND THE DESIGN OF THE PROJECT HAS INCORPORATED THE
3. THIS REPORT IN NO WAY RELIEVES THE PRINCIPAL, CONTRACTOR OR ANY OTHER PARTY OF EXISTING UNDERGROUND / LOCATION OF THESE EXISTING SERVICES AND TAKE ALL
D1 AND/OR OVERHEAD SERVICES LOW LOW
OVERHEAD SERVICES HAZARD ACTIONS NECESSARY TO MITIGATE THIS HAZARD
THEIR OWN OBLIGATIONS AND RESPONSIBILITIES UNDER THE WORK HEALTH AND SAFETY HAZARD EXIST ON SITE DURING CONSTRUCTION.
ACT 2011 QLD, INCLUDING (BUT NOT LIMITED TO) CONSULTATION WITH THE DESIGNER
UNDER SECTION 294 OF THE ACT, THE PREPARATION OF SATISFACTORY SAFE WORK THE DEEP EXCAVATION HAZARD CANNOT BE AVOIDED
DEEP EXCAVATION IS REQUIRED
METHOD STATEMENTS AND DUTIES OF CARE. AND THE CONTRACTOR WILL NEED TO TAKE ALL
D2 DEEP EXCAVATION HAZARD TO INSTALL SEWER TO SERVICE HIGH MEDIUM
4. IT IS A REQUIREMENT UNDER SECTION 296 OF THE WORK HEALTH AND SAFETY ACT 2011 ACTIONS NECESSARY TO ADDRESS THIS HAZARD
STRUCTURE.
QLD, THAT A COPY OF THIS REPORT BE PROVIDED TO THE CONTRACTOR BY THE ENTITY DURING CONSTRUCTION.
COMMISSIONING THE WORK SHOWN OF THE BORNHORST + WARD DRAWINGS.
5. AS PER THE DEPARTMENT OF JUSTICE AND THE ATTORNEY-GENERAL-WORKPLACE HEALTH
AND SAFETY QUEENSLAND, A WRITTEN REPORT IS NOT REQUIRED FOR DESIGNS THAT
HAVE TYPICAL FEATURES.
CONSTRUCTION HAZARD NOTES:
1. UNDER THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011, THE WORK
HEALTH AND SAFETY REGULATION 2011 AND OTHER LEGISLATION AND
GUIDELINES, THE PRINCIPAL CONTRACTOR HAS SPECIFIC OBLIGATIONS IN
RELATION TO THE SAFE OPERATION OF THE SITE AND OF THE WORKS.
TO ASSIST THE PRINCIPAL CONTRACTOR IN COMPLYING WITH THESE OBLIGATIONS
THE PROJECT DESIGNERS HAVE IDENTIFIED BY DRAWING NOTES, AREAS WHERE
POTENTIAL HAZARDS MAY ARISE. THESE NOTES OR ADVICE, SHALL NOT
NECESSARILY BE CONSIDERED COMPLETE AND ARE BASED UPON THE DESIGNERS'
UNDERSTANDING OF THE SAFETY RISKS ASSOCIATED WITH THE WORKS.
2. PURSUANT TO THE WORK HEALTH AND SAFETY ACT 2011 WE HEREBY ADVISE
THAT OUR DESIGN SAFETY REVIEW ONLY IDENTIFIES UNUSUAL OR ATYPICAL
DESIGN FEATURES THAT MAY PRESENT ADDITIONAL HAZARD S OR RISKS DURING
CONSTRUCTION PHASE AND THESE ARE LISTED IN THE CONSTRUCTION HAZARD
SCHEDULE.
GENERAL CONSTRUCTION RISKS
SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
AND INCLUDES BUT IS NOT LIMITED TO:
1. DEEP EXCAVATIONS
2. EXISTING OVERHEAD & UNDERGROUND SERVICES
3. WORKS NEAR ROADS, RAILWAYS.
4. PUBLIC SAFETY : PEDESTRIANS & VEHICLES IN AND AROUND THE SITE.
5. OPEN WATERBODIES , EXCAVATIONS, FLOOR PENETRATIONS
6. GROUND SUPPORT REQUIREMENTS FOR CONSTRUCTION EQUIPMENT
CONSEQUENCE TABLE
LEVEL CONSEQUENCE COST/TIME
5 - CATASTROPHIC FATALITY OR MULTIPLE PERSONS HUGE FINANCIAL OR TIME LOSS
ONSITE WITH LIFE THREATENING
HEALTH EFFECT OR INABILITY TO
CONTINUE.
4 - MAJOR EXTENSIVE INJURIES, OR ONSET MAJOR FINANCIAL OR TIME LOSS
OF SEVER OR LIFE THREATENING
HEALTH EFFECT TO SINGLE
PERSON ONSITE. MULTIPLE
PERSONS WITH ONSET OF
IRREVERSIBLE HEALTH EFFECTS.
PERMANENT INJURY TO PERSON
INSITE.
3 - MODERATE MEDICAL TREATMENT REQUIRED. HIGH FINANCIAL OR TIME OR
IRREVERSIBLE HEALTH EFFECT TO LOSS
A SINGLE PERSON. MULTIPLE
PERSONS ONSITE WITH
REVERSIBLE HEALTH EFFECTS.
2 - MINOR NO INJURIES. OVER EXPOSURE TO MEDIUM FINANCIAL OR TIME
A SINGLE PERSON ONSITE, BUT LOSS
NO REPORTED HEALTH EFFECTS.
1 - INSIGNIFICANT LOW FINANCIAL OR TIME LOSS
LIKELIHOOD TABLE RISK EVALUATION TABLE
QUANTIFICATION
LEVEL DESCRIPTION RISK LEVEL ACTION REQUIRED
GUIDE
A - ALMOST CERTAIN THE EVENT IS EXPECTED TO MORE THAN ONCE PER YEAR EXTREME UNACCEPTABLE RISK. RE-DESIGN REQUIRED. DO NOT
OCCUR IN MOST CERTAIN PROCEED WITHOUT ADDITIONAL CONTROLS.
CIRCUMSTANCES.
B - LIKELY THE EVENT WILL PROBABLY AT LEAST ONCE IN 5 YEARS HIGH UNACCEPTABLE RISK. ADDITIONAL CONTROLS NEEDED.
OCCUR IN MOST CONSIDER FURTHER REVIEW AND CONSIDER
CIRCUMSTANCES. RE-DESIGN
C - POSSIBLE THE EVENT SHOULD OCCUR AT AT LEAST ONCE IN 10 YEARS MODERATE RISK MAY BE ACCEPTABLE. MANAGEMENT TO
SOME TIME. DETERMINE ACTIONS REQUIRED.
D - UNLIKELY THE EVENT COULD OCCUR AT AT LEAST ONCE IN 30 YEARS
SOME TIME. LOW ACCEPTABLE. MANAGE RISK THROUGH ROUTINE
E - RARE THE EVENT MAY OCCUR IN LESS THAN ONCE IN 30 YEARS PROCEDURES AND OTHER ADMINISTRATIVE CONTROLS
EXCEPTIONAL CIRCUMSTANCES.
RISK ANALYSIS MATRIX
1 - INSIGNIFICANT 2 - MINOR 3 - MODERATE 4 - MAJOR 5 - CATASTROPHIC
A - ALMOST CERTAIN MODERATE HIGH EXTREME EXTREME EXTREME
LIKELIHOOD
B - LIKELY MODERATE HIGH HIGH EXTREME EXTREME
C - POSSIBLE LOW MODERATE HIGH EXTREME EXTREME
D - UNLIKELY LOW LOW MODERATE HIGH HIGH
E - RARE LOW LOW MODERATE HIGH HIGH
STATUS
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, HAZARD RISK ASSESSMENT 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD PLAN DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- C0004 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Page 4
BOUNDARIES SEWER EARTHWORKS/EROSION & SEDIMENT CONTROL
DEMOLISHED EXISTING PROPOSED DEMOLISHED EXISTING PROPOSED PROPOSED
EASEMENT SEWERAGE 61.35 BULK EARTHWORKS LEVEL
PROPERTY BOUNDARY
SEWERAGE (FROM RECORDS) BIO-RETENTION FILTER MEDIA
STAGE BOUNDARY
SEWERAGE PROPERTY CONNECTION OVERFLOW RELIEF DRAINAGE
ROADWORKS SEWERAGE RISING MAIN
CUT
DEMOLISHED EXISTING PROPOSED 2 2
STRUCTURE NUMBER FILL
TOP OF BATTER TOP OF BATTER TOP OF BATTER 7 7
BATTER
TOE OF BATTER TOE OF BATTER TOE OF BATTER SILT FENCE
BUILDING PAD
STORMWATER SILT FENCE WITH RETURNS
52 52 52 CONTOURS
DEMOLISHED EXISTING PROPOSED
CONTROL LINE INLET SEDIMENT TRAP
X.X
EXTENT OF BITUMEN 0.0000ha CATCHMENT NUMBER TEMPORARY CONSTRUCTION
EXTENT OF BUILDING ENTRY/EXIT SEDIMENT TRAP
CATCHMENT BOUNDARY
EDGE OF SHOULDER FLOW DIRECTION ARROW
FENCE OPEN CHANNEL
FILTER SOCK
PAVEMENT DRAIN STORMWATER DRAINAGE
TOP OF WALL TOP OF WALL TOP OF WALL SANDBAG
RETAINING WALL STORMWATER DRAINAGE (FROM
TOE OF WALL TOE OF WALL TOE OF WALL RECORDS) BUND
10 SETOUT POINT 0.0.0 0.0.0 STORMWATER STRUCTURE NUMBER SWALE/CUTOFF DRAIN
SAWCUT SUBSOIL DRAINAGE & CLEANOUT ROCK CHECK DAM
STONE PITCHING
KA KERB ADAPTER TURF
STREET NAME SIGN
RG ROOFWATER TO GULLY
TREE HYDRO MULCH
RETAINING WALL SUBSOIL
TRAFFIC SIGN
PAVEMENT
SERVICES WATER PROPOSED
DEMOLISHED EXISTING PROPOSED DEMOLISHED EXISTING PROPOSED CONCRETE FOOTPATH
ABANDONED SERVICE WATER
PAVEMENT TYPE A (ASPHALT)
ELECTRICITY U/G WATER (FROM RECORDS)
PAVEMENT TYPE B (GRAVEL)
ELECTRICITY U/G (FROM RECORDS) WATER CONDUIT
FH FH FH
ELECTRICITY O/H FIRE HYDRANT
V V V VALVE
GAS
GAS (FROM RECORDS) SV SV SV SCOUR VALVE
OPTIC FIBRE END CAP
OPTIC FIBRE (FROM RECORDS) WMT WMT WMT WATER METER
TELECOMMUNICATION 150 100 150 100 150 100 REDUCER
TELECOMMUNICATION (FROM RECORDS) PVC DICL PVC DICL PVC DICL PIPE MATERIAL CHANGE
T TELECOMMUNICATION PIT
WATER SERVICE POINT
E ELECTRICAL U/G PITS ISOLATION VALVE TO REMAIN CLOSED
PENDING CLEARANCE OF NEW MAIN
EP
ELECTRICAL POWER POLE
THRUST/ANCHOR BLOCK
LP LIGHT POLE
TL TRAFFIC LIGHT INTERNAL WATER (REFER HYDRAULIC
GV
CONSULTANT)
GAS VALVE
U U
UNKNOWN PIT OR MAINTENANCE HOLE KERB TYPES
DEMOLISHED EXISTING PROPOSED DELINEATION THIS DRAWING IS BEST
IPWEAQ TYPE B1 KERB AND CHANNEL VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
IPWEAQ TYPE ER2 EDGE RESTRAINT
J:\2023\23169\05_DRAWINGS\DRG\C0005.DWG
IT IS THE CONTRACTORS RESPONSIBILITY
TO UNDERTAKE A DBYD PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
VISIT: WWW.DIALBEFOREYOUDIG.COM.AU
DIAL: 1100 BETWEEN 8AM AND 5PM
STATUS
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:31 PM
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, LEGEND 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- C0005 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Page 5
LEGEND
EP
EXTENT OF DEMOLITION
EP
NOTE
IN ADDITION TO THE ITEMS TO BE DEMOLISHED DELINEATED ON THIS
DRAWING, DEMOLITION IS TO INCLUDE ALL ITEMS REQUIRED TO FACILITATE
CONSTRUCTION OF THE WORKS (INCLUDING PAVEMENT, SIGNS, SERVICE PITS
AND CONDUITS, CIVIL SERVICES, FOOTPATHS, FOOTINGS, FENCES ETC.)
BLAKESLEY STREET
0
RP845244
POINCIANA AVENUE
//
FH
EP
FH
3
RP40197
FH
THIS DRAWING IS BEST
FH
VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
V
V
PROJECT NORTH
V
V
FH
EP
EP
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2023\23169\05_DRAWINGS\DRG\C0050.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
SCALES UNREDUCED / REDUCED
A N S T REET CHANGE THIS FIELD WHEN --->
APPLYING TO A NEW ---> 5
DIY 0 2 4 6 8 10 m VIEWPORT (OBJECT) --->
1:200 / 1:400
PLAN STATUS
SCALE 200
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:32 PM
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, DEMOLITION LAYOUT 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- C0050 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Page 6
BULK EARTHWORKS NOTES BUILDING EARTHWORKS NOTES
SUBGRADE AREAS (CUT/FILL & PAVEMENT AREAS)
1.CROSS REFERENCES F. COMPACT AS PER THE COMPACTION & OMC NOTES BELOW, UNDER GEOTECHNICAL SUPERVISION, TO A 1. GENERAL
REFER TO THE FOLLOWING SUPPORTING INFORMATION FOR PROJECT SPECIFIC DEPTH NOT LESS THAN 150mm FOR CUT/FILL AREA AND 300mm FOR PAVEMENT AREAS. A. REFER TO THE STRUCTURAL ENGINEER'S DRAWINGS FOR STRUCTURAL SLAB
REQUIREMENTS THICKNESS AND FOUNDATIONS.
A. SURVEY - REAL SERVE, 06/09/2024 FILL B. REFER TO ARCHITECT FOR ALL SETOUT, LEVELS, STEPS, FALLS ETC. TO SLABS.
B. GEOTECHNICAL REPORT - APOD SOIL TESTING PTY LTD, 11/11/2023 G. ALL FILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 6 OF AS3798 AND TESTED IN ACCORDANCE
WITH SECTION 7 OF AS3798 C. THE CONTRACTOR IS TO CONFIRM BUILDING SETOUT WITH THE
C. ARCHITECTURAL DRAWINGS - RED DESIGN GROUP SUPERINTENDENT PRIOR TO COMMENCEMENT OF EARTHWORKS,
H. BACKFILL AND FILL IS TO BE COMPACTED IN 250mm MAXIMUM DEPTH LOOSE LAYERS
D. STRUCTURAL ENGINEERING DRAWINGS - BORNHORST & WARD INCLUDING LOCATION AND DEPTH OF ALL SLAB SET DOWNS.
I. FILL BATTER SLOPES ARE TO BE OVERFILLED AND TRIMMED BACK TO THE FINISHED BATTER SLOPE
2.DESIGN BASIS
THE BULK EARTHWORKS DESIGN HAS BEEN BASED UPON THE FOLLOWING COMPACTION & OMC
A. EARTHWORKS LEVELS TO BE ADJUSTED ON SITE BASED ON THE FINAL PAVEMENT DESIGN (TO BE J. COMPACT IN ACCORDANCE WITH THE FOLLOWING MINIMUM DENSITY RATIOS:
CONFIRMED BY SUBGRADE TESTING ON SITE - REFER ROADWORKS NOTES) · RESIDENTIAL LOT FILL: 95% STD
· COMMERCIAL FILL: 98% STD REFER SLAB DRAWINGS
· BUILDING PADS: 100% STD FOR DETAILS
THE BULK EARTHWORKS DESIGN AND LEVELS ARE A GUIDE ONLY AND EXCLUDE · SUBGRADE (EXCEEDING 300MM BELOW PAVEMENT): 95% STD 1m MIN
B. BOX OUT FOR TOPSOILED AREAS (FINISHED SURFACE SHOWN) · SUBGRADE (WITHIN 300mm OF PAVEMENT): 100% STD
C. DETAILED EXCAVATION (FOOTINGS, TRENCHING, SLAB SET DOWNS, LANDSCAPE AREAS, DEEP PLANTING, J. MANAGE THE MOISTURE CONTENT OF THE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL REPORT OR
ETC) GEOTECHNICAL ENGINEER 2
D. TEMPORARY WORKS (TEMPORARY BATTERS, WORKING PLATFORMS, RAMPS, RETAINING WALL
EXCAVATIONS ETC) 1
E. INTERFACE BETWEEN CUT / FILL AREAS; BATTERS FOR SITE REPLACEMENT MATERIAL
TOLERANCES
K. VERTICAL
· PAVEMENT SUBGRADES IN EARTH AND FILL: +0mm / -50mm
3.BULK EARTHWORKS SITE MANAGEMENT · PAVEMENT SUBGRADES IN ROCK: +0mm / -75mm BUILDING PLATFORM FILL BULK EARTHWORKS LEVEL
THE CONTRACTOR IS TO: · ALL OTHER AREAS: +/-50mm PROVIDED AREA MATCHES ADJACENT CONSTRUCTION
A. ENGAGE A GEOTECHNICAL INSPECTION AND TESTING AUTHORITY (GITA) AS PER AS3798 TO SUPERVISE ALL · WHERE PAVEMENT SUBGRADES ARE CONSTRUCTED LOWER THAN DESIGN LEVELS, INCREASE DETAILED EXCAVATION
FILLING ACTIVITIES THE LOWER PAVEMENT LAYER THICKNESS TO ACHIEVE FINISHED SURFACE LEVELS
B. ENGAGE AN RPEQ GEOTECHNICAL ENGINEER TO UNDERTAKE GEOTECHNICAL SUPERVISION OF THE L. HORIZONTAL
EARTHWORKS AND ADVISE ON TREATMENT FOR: · ALL AREAS: +/-50mm PROVIDED AREA MATCHES ADJACENT CONSTRUCTION BUILDING PLATFORM FILL DETAIL
· UNSUITABLE MATERIALS N.T.S
·
·
GROUND IMPROVEMENT TREATMENTS BELOW FILL AREAS
TEMPORARY WORKS (INCLUDING BUT NOT LIMITED TO BATTERS, DEEP TRENCHES ETC)
6.SUPERVISION
C. NOTWITHSTANDING THE BULK EARTHWORKS LEVELS DOCUMENTED ON THE DRAWINGS, COORDINATE A. LEVEL 1 INSPECTION AND TESTING IS TO BE IMPLEMENTED ON THE SITE IN ACCORDANCE WITH AS3798
EARTHWORKS (BULK AND DETAILED) REQUIREMENTS BETWEEN ALL TRADES AND PROJECT DOCUMENTS. B. UNLESS NOTED OTHERWISE THE FREQUENCY OF TESTING IS TO BE IN ACCORDANCE WITH TABLE 8.1 OF
BUILDING PLATFORM SETOUT IS AS PER THE ARCHITECTURAL DRAWINGS AS3798
D. COMPLY WITH ALL REGULATIONS CONCERNING WORK HOURS, WARNING SIGNS, FENCING OR SECURITY C. THE GITA IS TO UNDERTAKE CONTINUOUS INSPECTION AND TESTING AND IS TO PROVIDE A COMPLIANCE
AND EMISSIONS FROM THE SITE INCLUDING DUST, WATER, SILT, NOISE AND SMOKE AS REQUIRED TO MEET CERTIFICATE IMMEDIATELY FOLLOWING COMPLETION OF EARTHWORKS
THE 'GENERAL DUTY OF CARE' UNDER THE ENVIRONMENTAL PROTECTION ACT THE COMPLIANCE CERTIFICATE SHALL BE SIGNED BY A SUITABLY QUALIFIED AND EXPERIENCED
EXTENT OF BULK
·
E. MANAGE MATERIALS FOR FIRE ANTS AS PER THE BIOSECURITY ACT 2014
EARTHWORKS
GEOTECHNICAL ENGINEER (RPEQ) AND SHALL STATE THE FOLLOWING:
F. IMPLEMENT EROSION AND SEDIMENT CONTROLS ON THE SITE · ALL EARTHWORKS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION
G. MANAGE ACID SULFATE SOILS AS PER THE ASSMP · THAT FILL HAS BEEN PLACED AND COMPACTED TO THE MINIMUM DENSITY RATIOS DETAILED ON THE FLEXIBLE PAVEMENT
H. PROTECT THE EXCAVATION FROM PONDING DUE TO SURFACE RUN OFF AND DISCHARGE FROM PIPED DRAWINGS AND SPECIFICATION
DRAINAGE SYSTEMS. SHOULD WATER ENTER THE EXCAVATION, IT SHALL BE REMOVED AS SOON AS · THAT FILL MATERIAL COMPLIES WITH THE DRAWINGS AND SPECIFICATION
POSSIBLE. FILL OR PAVEMENT MATERIALS ARE NOT TO BE PLACED OVER THE EXCAVATION UNTIL THE FINISHED SURFACE LEVEL
D. THE GITA IS TO MAINTAIN SITE RECORD REPORTS SUCH THAT THEY MAY BE PRESENTED AT THE REQUEST 0.150
MOISTURE CONTENT RETURNS TO A SIMILAR LEVEL AS THE NATURAL GROUND. THE EXCAVATION SHALL FROM THE SUPERINTENDENT
BE REINSPECTED AND PROOF ROLLED
.
I. FOR HIGHLY REACTIVE MATERIALS 150mm TOPSOIL NOMINAL
· TAKE APPROPRIATE PRECAUTIONS TO PROTECT MATERIAL FROM BECOMING TOO MOIST OR FROM 7.HOLD POINTS FOR BORNHORST & WARD INSPECTION FINISHED SURFACE LEVEL UNLESS SPECIFIED
DRYING OUT A. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO INSPECT THE FOLLOWING AC. OTHERWISE ON THE
· LIMIT THE SIZE OF EXCAVATIONS SUCH THAT THEY CAN BE QUICKLY PROTECTED WHEN RAINFALL IS · APPROVAL OF IMPORTED FILL TEST CERTIFICATES LANDSCAPE PLANS.
BASE.
PREDICTED 1
UPPER SUBBASE. EARTHWORKS LEVEL
J. MANAGE CUT / FILL / IMPORTATION / STOCKPILE REQUIREMENTS, SPOIL GENERATED FROM TRENCHING 8.WITNESS POINTS FOR BORNHORST & WARD INSPECTION 1
ETC NIL LOWER SUB BASE DEPTH TO BE
K. MANAGE TOPSOIL GENERATION ON SITE, REUSE FOR LANDSCAPING WHERE PROVEN SUITABLE AS PER THE DETERMINED BY THE ENGINEER
LANDSCAPE SPECIFICATION, SPOIL EXCESS OFF SITE
9.SUBMISSIONS WITH KNOWN CBR TEST RESULTS
LANDSCAPE CONTRACTOR SPECIFIC REQUIREMENTS A. PROVIDE THE FOLLOWING PRIOR TO PRACTICAL COMPLETION
· LEVEL 1 INSPECTION AND TESTING REPORT, AND RPEQ SIGNED COMPLIANCE CERTIFICATE SUBGRADE
L. COMPLETE DETAILED EXCAVATION AND FINAL CUT FOR ALL LANDSCAPED AREAS MATERIAL.
M. MANAGE MATERIAL GENERATED FROM EXCAVATIONS AS DIRECTED BY THE MANAGING CONTRACTOR · A CONSOLIDATED RECORD OF IMPORTED FILL TESTING CERTIFICATES
· FIRE ANT BIO SECURITY INSTRUMENT PERMIT WHERE APPLICABLE
BUILDER SPECIFIC REQUIREMENTS EARTHWORKS LEVELS UNDER FLEXIBLE PAVEMENT DETAIL
N. COMPLETE DETAILED EXCAVATION FOR ALL BUILDING AREAS (FOOTINGS, SLAB SET DOWNS, 10. VARIATIONS N.T.S.
STEPS, WORKING PLATFORM AREAS) A. VARIATIONS ARISING FROM LATENT CONDITIONS REQUIRE THE FOLLOWING:
· REPORT FROM THE GEOTECHNICAL ENGINEER WITH RECOMMENDATIONS FOR REMEDIATION
· 12D FORMAT SURVEY PRE AND POST REMEDIATION
4.MATERIALS · PAYMENT TO BE SOLID VOLUMES, COMPACTED IN PLACE ON SITE (TRUCK DOCKETS NOT ACCEPTED)
GENERAL SITE WON FILL MATERIAL
A. SITE WON MATERIAL SUBJECT TO ACCEPTANCE (AND OR IMPROVEMENT) DIRECTED BY THE GEOTECHNICAL
ENGINEER
B. COMPLY WITH THE FOLLOWING:
· INORGANIC, NON-PERISHABLE WITH NO CONTAMINANTS SUCH AS WOOD, PLASTIC, BOULDERS OR OTHER
DELETERIOUS MATERIALS
· MAXIMUM PARTICLE SIZE OF 75mm
· NOT CONSIST OF SILTY SAND OR SANDY SILT MATERIALS. WHERE ENCOUNTERED, THESE ARE TO BE
SPOILED OFF SITE OR BLENDED UNDER GEOTECHNICAL SUPERVISION TO FORM A SUITABLE MATERIAL
C. TEST SITE WON FILL AT A RATE OF 1 SAMPLE PER SOURCE FOR EVERY 1000M3 / (SOLID) OR PART THERE OF
D. MATERIAL NOT COMPLYING WITH THE ABOVE IS DEEMED UNSUITABLE, AND SHALL BE SPOILED OFF SITE.
GENERAL EARTHWORKS IMPORTED FILL 1m MIN. 1% FALL FREE STRUCTURAL
E. COMPLY WITH THE FOLLOWING: DRAINING U.N.O SLAB
· 4 DAY SOAKED CBR: 5.0% DETAILED EXCAVATION
· WPI: <1200 BUILDING PLATFORM LEVEL
· PI%: >= 7% BULK EARTHWORKS LEVEL
· MINIMUM % PASSING 0.075mm SIEVE: 15% REFER BULK
· EMERSON CLASS: >3 3519
EARTHWORKS
·
·
MAXIMUM PARTICLE SIZE: 75mm
NON-REACTIVE CONTROLLED
PROJECT SETOUT DRAWINGS
BUILDING PLATFORM FILL.
E. TEST IMPORTED FILL AT A RATE OF 1 SAMPLE PER SOURCE FOR EVERY 1000m3 (SOLID) OR PART THERE OF REFER SETOUT DETAIL FOR EXTENT.
1. ALL PROJECT SETOUT (HORIZONTAL AND VERTICAL) IS TO BE REFER BULK EARTHWORKS SITE REPLACEMENT FILL
UNDERTAKEN BY THE CONTRACTOR FROM A DIGITAL SURFACE BULK EXCAVATION LEVEL REFER STRUCTURAL ENGINEERING DRAWINGS
5.EXECUTION MODEL (12D OR 3D-DWG) PROVIDED BY BORNHORST & WARD, DRAWINGS FOR MINIMUM BUILDING PLATFORM FILL
SITE PREPARATION RELATIVE TO PERMANENT SURVEY MARKS OR OTHER SURVEY THICKNESS. THICKNESS MAY VARY TO SUIT
A. ALL SITE PREPARATION IS TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 “GUIDELINES ON CONTROL PROVIDED BY THE PRINCIPAL. THE CONTRACTOR IS TO BULK EARTHWORKS LEVELS.
EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS” AND THE RECOMMENDATIONS OF ALERT THE SUPERINTENDENT IF SUITABLE CONTROL IS NOT
REPLACEMENT FILL FOR BUILDING PLATFORM
J:\2023\23169\05_DRAWINGS\DRG\C0100.DWG
THE GEOTECHNICAL REPORT. AVAILABLE.
B. MATERIAL DEEMED UNSUITABLE BY THE GITA IN AREAS TO BE FILLED SHALL BE DEALT WITH AS PER THE 2. CONTRACTOR IS TO CONFIRM TIE-IN LEVELS TO EXISTING N.T.S
RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER FEATURES PRIOR TO CONSTRUCTION
C. THE GITA SHALL CONFIRM THAT ALL ORGANIC MATERIAL HAS BEEN REMOVED PRIOR TO THE 3. SURFACE LEVELS OF STORMWATER & SEWER MANHOLES AND THIS DRAWING IS BEST
COMMENCEMENT OF FILLING ACTIVITIES OTHER SERVICE PITS ARE TO SUIT THE FINISHED SURFACE (LEVEL VIEWED IN COLOUR AND
D. TEST ROLLING AND REMOVAL OF UNSUITABLE MATERIAL IS TO BE UNDERTAKEN IN ACCORDANCE WITH AND GRADIENT), WHICH MAY BE SLIGHTLY DIFFERENT TO ANY ON AN ELECTRONIC DEVICE
AS3798. ANY SOFT SPOTS OR ZONES OF UNSUITABLE MATERIAL THAT ARE IDENTIFIED SHALL BE DEALT CENTER OF STRUCTURE LEVELS PROVIDED.
WITH AS REQUIRED BY THE GEOTECHNICAL ENGINEER
E. UNCONTROLLED FILL IS TO BE REMOVED AND RECOMPACTED ON SITE WHERE MATERIAL IS SUITABLE. STATUS
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:34 PM
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, EARTHWORKS NOTES AND 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD DETAILS DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- C0100 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Page 7
EP
EP
10.60
10.50
10.40
0
10.3
0
0
10.2
RP845244
10
5
10.
10.10
0
0.
1
1 C0120
0
.0
10
10.00
//
10.00
FH
9.90
POINCIANA AVENUE
EP
9.80
9.8
0
PROPOSED 0.15m HIGH PROPOSED 0.3m HIGH
RETAINING WALL RETAINING WALL
9.80
9.10
9.70
PROPOSED 0.2m HIGH
RETAINING WALL
9.60
0.6m OF UNCONTROLLED FILL TO BE
BLAKESLEY STREET
REMOVED AND REPLACE WITH PROPOSED 0.35m HIGH
9.50
NON-REACTIVE CONTROLLED FILL RETAINING WALL
FH
BEL 10.480
9.40
4 3
9.30
PROPOSED 0.15m HIGH C0120 C0120
RETAINING WALL
9.20
9.10
9.00
8.90
PROPOSED 0.15m HIGH
8.80
8.70
PROPOSED 0.5m HIGH RETAINING WALL
8.5 0
8.6
00
RETAINING WALL
8.4
PROPOSED 0.9m HIGH 3
RETAINING WALL BEL RP40197
10.90
10.70
10.60
10.80
10.50
10.30
10.20
10.40
10.10
9.588
1 BEL 9.708
C0120
.00
19.090
9.80
9.70
9.60
9.10
BEL 9.738
PROPOSED 0.9m HIGH
0
RETAINING WALL
9.5
0
9.4
0
9.3
0
9.2
0
9.1
0
PROPOSED 0.8m HIGH
9.0
0
8.9
0
8.70
RETAINING WALL
8.8
8.60
8.50
00
0
8.4
8.30
8.20
9.
8.20
0
BEL 9.395
8.9
PROPOSED 0.8m HIGH BEL 9.635
RETAINING WALL BEL 9.775
THIS DRAWING IS BEST
0
8.8
VIEWED IN COLOUR AND
10.60
10.50
10.30
10.10
10.40
10.20
10.00
2
9.90
9.80
FH
ON AN ELECTRONIC DEVICE
C0120
0
8.7
FH
PROPOSED 0.9m HIGH 9.70
9.60
9.50
9.40
9.30 0 8.60 PROJECT NORTH
RETAINING WALL 9.2
0 8.50
9.1 8.40
0
9.0 PROPOSED RETAINING WALL
V
V
0
8.9 0
V
V
FH
HEIGHT VARIES (0.3m-0.8m) 8.3
EP
0
8.8
EP
0
8.7 8.60 8.10
8.50 8.20
8.10
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2023\23169\05_DRAWINGS\DRG\C0110.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
SCALES UNREDUCED / REDUCED
DIYAN STREET
CHANGE THIS FIELD WHEN --->
APPLYING TO A NEW ---> 5
0 2 4 6 8 10 m VIEWPORT (OBJECT) --->
1:200 / 1:400
PLAN STATUS
SCALE 200
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:41:42 PM
D 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, EARTHWORKS LAYOUT 23169
CONFIRM CURRENT C 18.02.25 ISSUE FOR INFORMATION AR KHN
COMPANY PTY LTD TEWANTIN, QLD DRAWING No. REVISION
DRAWING REVISION B 04.02.25 IFC PART 1 AR KHN SG NR
http://docs.bornhorstward.com.au/revision/ A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG ---- ---- C0110 D
DATE DATE
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Page 8
LOT BDY
LOT BDY
EXISTING KERB
SECTION 5
SCALE 1: 100 C0110
LOT BDY
SECTION 4
SCALE 1: 100 C0110
DESIGN SURFACE
EXISTING SURFACE
LOT BDY
SECTION 3 EARTHWORKS SURFACE
SCALE 1: 100 C0110
LOT BDY
LOT BDY
SECTION 2
SCALE 1: 100 C0110
LOT BDY
LOT BDY
SECTION 1
SCALE 1: 100 C0110
THIS DRAWING IS BEST
VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2023\23169\05_DRAWINGS\DRG\C0120.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
SCALES UNREDUCED / REDUCED
0 1.0 2.0 3.0 4.0 5.0 m
1 : 100 / 1 : 200
EARTHWORK SECTIONS STATUS
SCALE 1:100
FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
11/04/2025 3:40:38 PM
C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, EARTHWORKS SECTIONS 23169
CONFIRM CURRENT B 04.02.25 IFC PART 1 AR KHN SG NR
COMPANY PTY LTD TEWANTIN, QLD DRAWING No. REVISION
DRAWING REVISION A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG
http://docs.bornhorstward.com.au/revision/ ---- ---- C0120 C
DATE 11/04/25 DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
The text continues on page 9.