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Attachment 3 -B_Engineering Plans by Arcos
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Plans and drawings
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Log in to see the plans as drawn WATER NOTES: SEWER NOTES:
LOCAL WATER AUTHORITY GENERAL: LOCAL WASTE AUTHORITY GENERAL:
1. WORKS MUST BE EXECUTED IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN & CONSTRUCTION 1. WORKS MUST BE EXECUTED IN ACCORDANCE WITH THE CURRENT SEQ WATER SUPPLY AND SEWERAGE DESIGN &
CODE STANDARDS, SPECIFICATIONS AND THE LOCAL WATER AND WASTE (W&W) AGENCY AMENDMENTS. CONSTRUCTION CODE STANDARDS, SPECIFICATIONS AND THE LOCAL WATER AND WASTE (W&W) AGENCY AMENDMENTS.
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
STANDARDS. STANDARDS.
3. RESPONSIBILITY FOR DESIGN CERTIFICATION ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT STANDARDS/CODES 3. RESPONSIBILITY FOR DESIGN CERTIFICATION, ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT
AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND (RPEQ) WHOSE STANDARDS/CODES AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSI0NAL ENGINEER OF QUEENSLAND
SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX ON EACH ORIGINAL DRAWING. (RPEQ) WHOSE SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX ON EACH ORIGINAL
4. THE CONSTRUCTION OF THE WATER RETICULATION WORK MUST BE SUPERVISED BY AN ENGINEER WHO HAS RELEVANT DRAWING.
RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO RECONNECT INTO 4. THE CONSTRUCTION OF THE SEWERAGE WORK MUST BE SUPERVISED BY AN ENGINEER WHO HAS RELEVANT RPEQ
UNITYWATER'S RETICULATION SYSTEM. REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT
5. DURING PRE-CONSTRUCTION, CONSTRUCTION, AND COMMISSIONING UNTIL THE END OF THE DEFECTS LIABILITY PERIOD, INTO THE ASSET OWNERS SEWER SYSTEM.
ANY DESIGN OVERSIGHTS AND / OR ITEMS THAT ARE TECHNICALLY NOT CONFORMING WITH RELEVANT STANDARDS, 5. ALL WORKS ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY AN PROVIDER
MUST BE RECTIFIED, AT NO COST TO LOCAL W&W AGENCY. APPROVED BY LOCAL W&W AGENCY AT THE CLIENT'S COST.
6. ALL PIPES AND MATERIALS SHALL COMPLY WITH REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" (IPAM) 6. ALL PIPES AND MATERIALS SHALL COMPLY WITH REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" LIST.
LIST. 7. ONLY LOCAL W&W AGENCY PERSONNEL MUST OPERATE THE EXISTING SEWER NETWORK.
7. ONLY LOCAL W&W AGENCY MUST OPERATE THE EXISTING WATER NETWORK . 8. ALL NEW WORKS REQUIRE CCTV SURVEYS AND VACUUM TESTING PRIOR TO ACCEPTANCE. CCTV INSPECTIONS TO BE IN
8. ALL NEW RETICULATION WORKS REQUIRE BACTERIAL AND PRESSURE TESTING PRIOR TO LIVE CONNECTION. WINCAN 8 FORMAT - ARRANGE WITH THE LOCAL W&W AGENCY AT CLIENTS COST.
9. PRESSURE TESTS MUST NOT BE CONDUCTED AGAINST EXISTING VALVES. 9. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT.
10. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT, CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915
CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915. 10. SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BE CONFIRMED WARNING!
11. SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BE CONFIRMED WITH RELEVANT AUTHORITIES AND ON SITE BY THE CONTRACTOR PRIOR TO RECOMMENCING WORKS. BEWARE OF UNDERGROUND SERVICES
WITH RELEVANT AUTHORITIES AND UN SITE BY THE CONTRACTOR PRIOR TO COMMENCING WORKS. 11. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCE WITH WORKPLACE HEALTH AND POSITION OF EXISTING UNDERGROUND SERVICES
12. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCE WITH WORKPLACE HEALTH AND SAFETY (WH&S) ACT 2011, THE WHO QUEENSLAND CODE OF PRACTICE AND LOCAL W&W AGENCY SWMS 10 AS A MINIMUM. SHOWN IS APPROXIMATE ONLY. EXACT POSITION
SAFETY WH&S ACT 2011, THE WHO QUEENSLAND CODE OF PRACTICE AND LOCAL W&W AGENCY SWMS 10 AS A MINIMUM. 12. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG SHALL BE PROVEN ON SITE BY THE CONTRACTOR
13. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION. EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESE PRIOR TO COMMENCEMENT OF CONSTRUCTION
INFORMATION. EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESE SERVICES. DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR
SERVICES, DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR CONFIRM THE LOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES.
CONFIRM THE LOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES. 13. CONTRACTOR/LOCAL W&W AGENCY TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAIN THE ASSET OWNER'S
14. DEVELOPER TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAIN LOCAL W&W AGENCY AND OTHER AUTHORITIES' AND OTHER AUTHORITIES' EXISTING SERVICES.
EXISTING SERVICES. 14. IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A LOCAL W&W AGENCY ASSET PHONE 1300 086
NOTE:
489 IMMEDIATELY. WATER & WASTE AUTHORITY TO CARRY OUT ALL LIVE
15. IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A LOCAL W&W AGENCY ASSET PHONE 1300 086 CONNECTION WORKS AND WORKS ON EXISTING SEWER
489 IMMEDIATELY. 15. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CURRENT SEQ SEWER CODE. AND WATER INFRASTRUCTURE AT DEVELOPER EXPENSE.
16. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH SEQ STD DRG SEQ-WAT-1410-1.
17. RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED OTHERWISE. 16. RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED OTHERWISE.
18. REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION USE AS SIGNS, FENCES, ETC. 17. REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION SUCH AS SIGNS, FENCES, ETC.
19. BENCH MARK AND LEVELS TO AHD. 18. BENCH MARK AND LEVELS TO AHD. MATERIALS COMPLIANCE:
20. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 19. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. ALL MATERIALS USED IN THE WORKS SHALL
COMPLY WITH THE CURRENT IPAM LIST
ENVIRONMENTAL MANAGEMENT: ENVIRONMENTAL MANAGEMENT:
1. CONTACT LOCAL COUNCIL PRIOR TO CONSTRUCTION FOR APPROVAL TO REMOVE OR REPLACE EXISTING TREES. 1. CONTACT LOCAL COUNCIL PRIOR TO CONSTRUCTION FOR APPROVAL TO REMOVE OR REPLACE EXISTING TREES.
2. ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROM DAMAGE AS DETERMINED BY THE 2. ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROM DAMAGE AS DETERMINED BY THE
LOCAL COUNCIL. LOCAL COUNCIL. ABBREVIATIONS
3. NO TREE SHALL BE LOPPED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE LOCAL COUNCIL. 3. NO TREE SHALL BE LOPPED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE LOCAL COUNCIL. WATER SERVICES ASSOCIATION OF
WSAA
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST. AUSTRALIA
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
5. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS W&W WATER & WASTE
5. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS
OTHERWISE AGREED BY LOCAL W&W AGENCY. OTHERWISE AGREED BY LOCAL W&W AGENCY. AC ASBESTOS CEMENT
6. FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT 6. FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT CI CAST IRON
CLEANLY AND A BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE. CLEANLY AND A BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.
CICL CAST IRON CEMENT LINED
7. BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY 7. BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY
COMPACTED. DI DUCTILE IRON
COMPACTED.
8. EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE. DICL DUCTILE IRON CEMENT LINED
8. EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.
9. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY. MH MANHOLE
9. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY.
10. PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. DN DIAMETER NOMINAL
10. PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
11. SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE. PE POLYETHYLENE
11. SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE.
12. IF YOU SUSPECT FIRE ANTS ON SITE CALL BIO-SECURITY QUEENSLAND ON 13 25 23. SS STAINLESS STEEL
12. IF YOU SUSPECT FIRE ANTS ON SITE CALL BIO-SECURITY QUEENSLAND ON 13 25 23.
13. ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK UPVC UNPLASTICISED POLYVINYL CHLORIDE
13. ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK
INCLUDING CLEARING COMMENCING. INCLUDING CLEARING COMMENCING. VC VITRIFIED CLAY
SAFETY: SAFETY:
1. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION. 1. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO ALLOW CONSTRUCTION OF THE
TRENCHES: SEWER, INCLUDING EXCAVATION AND SAFE SHORING TO ALLOW FOR LIVE SEWER WORKS INCLUDING INSPECTION.
1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL SHALL BE THE GREATER OF SEQ WH&S D&C CODE DRG 3. WHERE SEWER DEPTHS EXCEED 1.5m SAFE TRENCH BENCHING PRACTICES ARE TO BE PERFORMED DURING
SEQ-WAT-1200-2. CONSTRUCTION.
2. ROAD CROSSINGS, VERGES AND PATHS TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH STD DRG TRENCHES:
SEQ-WAT-1200-2.
3. PROVIDE 50mm THICK LAYER OF BEDDING SAND IF FLOWABLE FILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED 1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL SHALL BE THE GREATER OF SEQ WS&S D&C CODE DRG
AS EMBEDMENT. SEQ-SEW-1200-2.
4. 150mm MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300mm MINIMUM FOR TRAFFICABLE. 2. T2 ROAD CROSSINGS, VERGES AND PATHS TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH STD DRG
SEQ-SEW-1200-2 & SEQ-SEW-1205-1.
PIPELINES: 3. PROVIDE 50mm THICK LAYER OF BEDDING SAND IF FLOWABLE FILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED
1. THE MINIMUM CLEARANCE TO EXISTING SERVICES IS TO BE IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND AS EMBEDMENT.
SEWERAGE DESIGN & CONSTRUCTION CODE UNLESS OTHERWISE SHOWN. 4. 150mm MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300mm MINIMUM FOR TRAFFICABLE AREAS WITHIN THE VERGE.
2. PRESSURE & BACTERIAL TESTING TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL W&W AGENCY/WSA STANDARDS. PIPELINES:
3. NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO SEQ/LOCAL W&W AGENCY
STANDARDS. WHERE THE PE SERVICE IS PLACES INSIDE A CONDUIT THE DETECTABLE MARKING TAPE MUST ALSO BE 1. THE MINIMUM CLEARANCE TO EXISTING SERVICES IS TO BE IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND
PLACED IN THE CONDUIT. THE COLOURS OF MARKER TAPE MUST BE: WATER - GREEN. SEWERAGE DESIGN & CONSTRUCTION CODE UNLESS OTHERWISE SHOWN.
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00501.DWG
4. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE 2. CONTRACTOR TO OBTAIN PRIOR APPROVAL OF ASSET OWNER'S AUDIT AND COMPLIANCE OFFICER FOR ANY MINOR
CONTRACT MANAGER AND LOCAL W&W AGENCY CERTIFYING THE FILL IS CONTROLLED FILL AND COMPACTED TO A DEVIATIONS REQUIRED TO AVOID EXISTING SERVICES.
DENSITY OF NO LESS THAN 95% OF ITS STANDARD MAXIMUM DRY DENSITY, IN ACCORDANCE WITH AS1289.5.1.1. 3. VACUUM TESTING & CCTV TO BE CARRIED OUT IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
5. PIPE EMBEDMENT MATERIAL SHALL BE: & CONSTRUCTION CODE 120131.
- 5 TO 7mm SINGLE SIZED MATERIAL THAT COMPLIES WITH THE PURCHASE SPECIFICATION FOR EMBEDMENT MATERIALS 4. NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO SEQ STANDARDS. THE COLOURS
AS NOMINATED BY LOCAL W&W AGENCY IN THE SEQ ACCEPTED PRODUCTS & MATERIALS LIST. OF MARKER TAPE MUST BE: SEWERAGE - CREAM
6. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: 5. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE
- 63, 100 & 150 DIAMETER PIPE - 600mm CONTRACT MANAGER AND THE ASSET OWNER'S AUDIT a COMPLIANCE OFFICER CERTIFYING THE FILL IS CONTROLLED
FILL COMPACTED TO A DENSITY OF NO LESS THAN 95% OF ITS STANDARD MAXIMUM DRY DENSITY, IN ACCORDANCE WITH
POLYETHYLENE PIPES (PE): AS1289.5.1.1.
1. PERESSURISED MAINS TO BE A MINIMUM CLASS PN16. WHERE PIPE CLASSIFICATION IS NOT SPECIFIED CONSULT WITH 6. ALL OPEN ENDS OF DISUSED SEWERS MUST BE EFFECTIVELY PLUGGED BY ASSET OWNER.
DESIGN CONSULTANT AND LOCAL W&W AGENCY. 7. TUNNEL BORE OR DIRECTIONAL DRILL UNDER EXISTING STAMPED OR REINFORCED CONCRETE DRIVEWAYS WHERE THE
2. PE PIPE COLOUR SHALL BE: EXISTING SURFACE CANNOT BE MATCHED, AND UNDER SIGNIFICANT TREES AS ADVISED BY LOCAL COUNCIL.
DRINKING WATER: EXTERNAL: BLUE - SOLID OR STRIPED IS ACCEPTABLE. 8. PIPE EMBEDMENT MATERIAL SHALL BE 5-7mm SINGLE SIZED MATERIAL THAT COMPLIES WITH THE PURCHASE
3. ALL PE PIPES TO BE BUTT WELDED/ELECTRO FUSION FUSED UNO. SPECIFICATION FOR EMBEDMENT MATERIALS AS NOMINATED BY ASSET OWNER IN THE SEQ ACCEPTED PRODUCTS &
4. PRE-CHLORINATED PIPES AND FITTINGS MUST BE USED WHERE INDICATED. MATERIALS LIST.
5. PIPES WITH CRACKS, SCORES OR SCRATCHES DEEPER THAN 10% OF THE WALL THICKNESS SHALL BE REJECTED. MAINTENANCE AND ACCESS:
PE WELDING: 1. CLEAR, UNOBSTRUCTED, 24 HOUR ACCESS FROM THE STREET FRONTAGE IS TO BE MAINTAINED TO ANY SEWERAGE
MAINTENANCE HOLES AND PROPERTY CONNECTIONS.
1. PE WELDING MUST ONLY BE CARRIED OUT BY CERTIFIED PERSONS;
a) IN ACCORDANCE WITH PARTEC REQUIREMENTS AND; 2. THE CONTRACTOR SHALL COMPLETE MANHOLES 75mm ABOVE SURFACE LEVEL IN PRIVATE PROPERTY, AND FLUSH WITH
b) WHO HAS SUCCESSFULLY CARRIED OUT PREVIOUS PE PRESSURE PIPELINE WELDING PROJECTS SURFACE IN FOOTPATHS, VERGE AND ROADWAYS.
Last saved by: ARCOS CIVIL(2022-01-20) Last Plotted: 2022-01-20
2. FUSION BUTT-WELDED JOINTS SHALL BE MADE IN ACCORDANCE WITH WSA 01 - 2004; AS2033, AS2566.2 AND THE PE PIPE 3. PROPERTY CONNECTION MARKERS ARE TO BE INSTALLED (IN ACCORDANCE WITH STD DRG SEQ-SEW-1104-1) ON ALL
MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. PROPERTY CONNECTIONS, EXCEPT WHERE THE PROPERTY CONNECTION IS PROVIDED FROM A MAINTENANCE HOLE OR
PRIVATE DRAINAGE IS CONNECTED TO THE PROPERTY CONNECTION AS PART OF THE WORKS.
3. JOINTS SHALL ONLY BE MADE BETWEEN PIPE MATERIALS OF THE SAME GRADE AS DEFINED IN AS4130. PILOT WELDS
SHALL BE MADE AND TESTED FOR ANY PROPOSED JOINTS BETWEEN PIPES FROM DIFFERENT MANUFACTURERS. 4. WHERE THE SEWER IS DESIGNED TO PASS THROUGH PRIVATE PROPERTY WRITTEN PERMISSION FROM THE PROPERTY
OWNER MUST BE OBTAINED AND FORWARDED TO LOCAL W&W AGENCY AND ENDORSED CONSULTANT IF APPLICABLE
4. FUSION BUTT-WELDED JOINTS SHALL ACHIEVE AT LEAST 90% OF THE TENSILE STRENGTH OF THE PARENT PIPE. BEFORE PLANS ARE APPROVED AND RELEASED, ANY COSTS INCLUDING LEGAL, DESIGN, OR ADMINISTRATION INCURRED
INTERNAL WELD BEADS SHALL NOT BE REMOVED. IN OBTAINING A COURT ORDER OR LEGAL ENTRY REQUIREMENTS FOR ENTRY ONTO PRIVATE PROPERTY TO CONSTRUCT
5. ALL WELDING SHALL BE PERFORMED UNDER CONTROLLED ENVIRONMENTAL CONDITIONS. FIELD WELDING SHALL BE THE SEWER WORKS, MUST BE MET BY THE APPLICANT.
CARRIED OUT IN SHELTERS TO PREVENT DUST AND WATER CONTAMINATION. SHELTERS SHALL REMAIN IN PLACE UNTIL 5. EXISTING AND PROPOSED SEWERS SHALL BE SUBJECT TO ANY RELEVANT 'BUILD OVER INFRASTRUCTURE'
COMPLETION OF THE JOINT COOLING PERIOD. PIPE ENDS SHALL BE BLOCKED OFF TO PREVENT WIND CHILL AND DIRT REQUIREMENTS.
CONTAMINATION.
6. WELDING MACHINES USING HAND WOUND CARRIAGES WITHOUT PRESSURE GAUGES SHALL NOT BE USED. AT ALL TIMES
THAT WELDING IS IN PROGRESS, THE WELDER SHALL HAVE AVAILABLE A HAND-HELD TEMPERATURE SENSING DEVICE
CAPABLE OF CHECKING THE TEMPERATURE OF THE HEATER PLATE AT THE CIRCUMFERENCE OF THE WELD.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL SEWER & WATER
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT NOTES & DETAILS
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00501 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
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Full text of sections 2 to 6 (of 13)
Section 2
EXISTING LEGEND
NOTES PROPERTY BOUNDARY
1. FOR GENERAL NOTES REFER DRG C-00011. MAJOR CONTOUR
2. FOR WATER NOTES REFER DRG C-00501. MINOR CONTOUR
3. NOTWITHSTANDING THE DETAILS SHOWN ON THE DRAWINGS, ALL WORKS SEWER MAIN DN300 AC
SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL W&W AGENCY AND WATER MAIN DN100 AC
ASSOCIATED SEQ CODE STANDARD DRAWINGS AND SPECIFICATIONS.
U/G TELECOMMS
3. AGENCY REFERS TO UNITYWATER OR APPROVED CONTRACTORS.
U/G ELECTRICITY
4. TOPSOIL AND TURF ALL DISTURBED AREAS (MINIMUM THICKNESS 100mm) FENCE
AND PROVIDED WITH GRADE 'B' TURF.
RETAINING WALL
TO BE REMOVED
PROPOSED LEGEND
WATER METER CONNECTION
SEWER STUB
EXISTING DN100 VC SEWER STUB TO BE USED.
CONTRACTOR TO CCTV EXISTING DN100 STUB, &
3.00
PROVIDE TO CERTIFYING ENGINEER TO REVIEW
& ENSURE SOUND CONDITION CP
3.00 MINIMUM SETBACK FROM
BUP5923
EXISTING SEWER MAIN
12 INSTALL TAPPING BAND & APPROVED 20mm
SP156865 WATER METER ADJACENT TO EXISTING FOR UNIT 1
REFER TO SEQ-WAT-1108-2 & 1108-3
IO
GAZEBO EXISTING WATER METER BOX TO BE
FFL 2.700 POOL REPOSITIONED CLEAR OF DRIVEWAY
EXTENT IF REQUIRED FOR UNIT 2
UNIT 1 REFER TO SEQ-WAT-1108-2 & 1108-3
FFL 2.700
HILTON TERRACE
WM
11
SP156865 GARAGE
FFL 1.550
106
RP41223
922m²
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00502.DWG
GAZEBO
FFL 2.700
POOL GARAGE
UNIT 2 FFL 1.550
FFL 2.700
10
IO
IO
SP156865
1.
35
1.
19
S
1.
10
WM
EXISTING SEWER MAIN 300AC
ASSET: SMG2531779
Last saved by: ARCOS CIVIL(2022-01-20) Last Plotted: 2022-01-20
US IL -1.61
DS IL -2.08
EXISTING SEWER MANHOLE
ASSET: SM266387
CP SL 1.12
BUP6816 IL -2.13
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL SEWER & WATER
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT PLAN
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00502 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
Section 3
SITE ADDRESS / PROPERTY ID
27 HILTON TCE, LOT 106RP41223
TEWANTIN, QLD, 4565
CLIENT
URBAN FABRIC DEVELOPMENTS Pty Ltd
PROJECT & PHASE
OPERATIONAL WORKS - CIVIL
DUAL OCCUPANCY DEVELOMENT
DRAWING INDEX
DRAWING No. REV DRAWING TITLE
211099-OPW-C-00001 P1 COVER SHEET
211099-OPW-C-00011 P1 GENERAL NOTES & DETAILS
211099-OPW-C-00101 P1 EXISTING FEATURES PLAN
211099-OPW-C-00201 P1 EARTHWORKS & EROSION & SEDIMENT CONTROL PLAN
211099-OPW-C-00231 P1 EROSION & SEDIMENT CONTROL NOTES & DETAILS
211099-OPW-C-00301 P1 DEVELOPMENT SITE PLAN
SITE LOCATION 211099-OPW-C-00302 P1 CONCRETE JOINTING PLAN, NOTES & DETAILS
211099-OPW-C-00501 P1 SEWER & WATER NOTES & DETAILS
211099-OPW-C-00502 P1 SEWER & WATER PLAN
IMAGE (QLD GLOBE)
LOCALITY PLAN
N.T.S
SURVEY DATA
SURVEYED BY MWA CONSULTING SURVEYORS & PLANNERS
DATED 01/10/2021. PLAN REFERENCE 21-5508AA
RP DESCRIPTION
LOT 106 RP41223
SITE AREA = 922m²
COUNCIL PERMIT No. TBA
Project No. Status Drawing No. Rev No.
211099 FOR APPROVAL OPW-C-00001 A
Section 4
ROADWORKS / DRIVEWAY NOTES: STORMWATER DRAINAGE NOTES:
GENERAL NOTES: 1. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 100% STANDARD MAXIMUM 1. ALL STORMWATER DRAINAGE HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED IN ACCORDANCE WITH
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT DOCUMENTATION, LOCAL AUTHORITY DRY DENSITY (MDD) TO AS1289 (METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES). ANY 'SOFT SPOTS' AS3500, LOCAL COUNCIL AUTHORITY REQUIREMENTS, IPWEA AND QUDM.
SPECIFICATIONS (OR ARCOS GROUP SPECIFICATIONS IF SUPPLIED). ANY POINT OF CONFLICT IS TO BE IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH A COMPACTED IMPORTED 2. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH
IDENTIFIED BY THE CONTRACTOR AN WILL BE RESOLVED BY THE SUPERINTENDENT. GENERAL FILL MATERIAL TO THE ABOVE COMPACTION REQUIREMENTS. IPWEA STD DRG DS-030.
2. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT AND/OR THE SUPERVISING RPEQ FOR THE WORKS 2. ALL EXPOSED SUBGRADE AREAS SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 150mm COMPACTED 3. ALL MANHOLES TO BE MIN 1050mm DIAMETER IN ACCORDANCE WITH IPWEA STD DRG DS-010.
AND NOTIFY ALL RELEVANT PARTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THICKNESS.
4. ALL GRATES & MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS 'D'
3. DIMENSIONS IN METRES (U.N.O). DO NOT SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY AND IF IN 6. GEOTECHNICAL INVESTIGATIONS REQUIRED IN ORDER TO DETERMINE SUBGRADE PROPERTIES & PREPARATION IN ACCORDANCE WITH IPWEA STD DRG DS-019.
DOUBT ASK SUPERINTENDENT FOR CLARIFICATION. DETAILS.
5. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS 'B' U.N.O WARNING
4. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL APPROVAL CONDITIONS, DEVELOPMENT 7. LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER OR BUILDING SLAB THICKNESS. IN ACCORDANCE WITH IPWEA STD DRG DS-020.
GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. BEWARE OF UNDERGROUND SERVICES
8. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE 6. ALL REINFORCED CONCRETE PIPES ARE TO BE INSTALLED USING TYPE 'HS2' SUPPORT AS DEFINED IN AS
5. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR DRAWINGS AND/OR TYPICAL SECTIONS. 3725 - LOADS ON BURIED CONCRETE PIPES. IF ALTERNATIVE BEDDING METHODS ARE TO BE USED THE POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
ACCURACY CANNOT BE GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO ESTABLISH THE LOCATION 9. CONTRACTOR TO OBTAIN ROADWORKS AND FOOTPATH PERMITS FOR ANY PROPOSED WORKS EXTERNAL TO PIPE CLASS MUST BE REVIEWED. IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
AND LEVEL OF ALL EXITING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES SHALL BE THE SITE BOUNDARY.
REPORTED TO THE SUPERINTENDENT. 7. ALL CONCRETE PIPES TO BE RRJ CLASS 3 UNO. PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
10. SUBSOIL DRAINAGE UNDER KERBS TO BE IN ACCORDANCE WITH IPWEA STD DWG RS-140. 4. STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, THE CONTRACTOR SHALL COMMENCEMENT OF CONSTRUCTION
6. ON COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING
KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 11. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED BY AN APPROVED GEOTECHNICAL ASSESS ANTICIAPTED CONSTRUCTION LOADS AND UPGRADE THE PIPE CLASSES, IF NECESSARY, IN
ENGINEER. ACCORDANCE WITH A.S 3725-1989, AT THE CONTRACTORS COST.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO COUNCILS INFRASTRUCTURE.
SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF LOCAL 5. UNLESS DIRECTED OTHERWISE STORMWATER STRUCTURES INCLUDING HEADWALLS ARE TO HAVE LOCATION OF SERVICES
COUNCIL. AG-PIPE DRAINAGE STUBS (WITH END CAP) TO DEWATER DRAINAGE TRENCH. PRIOR TO COMMENCEMENT OF NEW WORK THE
EARTHWORKS NOTES:
8. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 6. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING SERVICES WITH THE RELEVANT AUTHORITIES AND STRUCTURES. DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
ENVIRONMENTAL MANAGEMENT PLAN AND WORKPLACE HEALTH AND SAFETY PLAN FOR REVIEW AND
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
7. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES/PITS.
9. ALL MATERIALS SPECIFIED ARE TO BE UTILISED, UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT, 2. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND FENCES FROM THE SITE TO THE CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION
SUPERVISING RPEQ OR APPROVING AUTHORITY. SATISFACTION OF THE SUPERINTENDENT. IS IN ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY
10. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY 3. EXISTING SURFACE IS TO BE CLEAR OF ORGANIC MATERIAL PRIOR TO THE START OF FILLING. LEGISLATION.
REQUIREMENTS. 4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL. 9. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO PROTECTION OF SERVICES
11. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE IN CLOSE PROXIMITY TO NEIGHBOURING LOT 5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS SHALL BACKFILLING OF TRENCHES AND STRUCTURES. THE CONTRACTOR SHALL CONTACT THE RELEVANT
BOUNDARIES OR INFRASTRUCTURE, THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL BE DETERMINED ON SITE BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE FINISHED SURFACE 10. THE CONTRACTOR SHALL DEMONSTRATE NO DAMAGE TO EXISTING STORMWATER INFRASTRUCTURE HAS AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS LEVELS MAY BE ADJUSTED BY THE WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION OCCURRED DURING THE CONSTRUCTION OF THESE WORKS. PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT
MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. AFTER AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL. SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND
11. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND
12. THE CONTRACTOR SHALL NOTIFY ALL RELEVANT AUTHORITIES AND ENSURE REQUIRED CONDITIONS HAVE BEEN OTHER BLOCKAGES. TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.
6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE REQUIREMENTS OF AS3798-2007 AND IN
MET PRIOR TO COMMENCEMENT. THE CONTRACTOR SHALL NOTIFY ARCOS GROUP PRIOR TO COMMENCING
WORKS AND RECEIVE WRITTEN CONFIRMATION THAT THE WORKS CAN COMMENCE. ACCORDANCE WITH THE CURRENT COUNCIL/EDQ AND ARCOS SPECIFICATIONS. 12. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER
7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE WITH AS3798-2007. DRAINAGE ASSETS FOR APPROVAL BY THE ENGINEER AND/OR LOCAL AUTHORITY.
13. CONTRACTOR SHALL PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS IN ACCORDANCE SETTING OUT
WITH COUNCIL REQUIREMENTS UNLESS OTHERWISE ADVISED BY ARCOS GROUP. 8. ALL DRAINAGE STRUCTURES ARE TO BE PRESERVED FROM THE EFFECTS OF STRUCTURAL LOADING GENERATED 13. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY
THE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
14. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; BY THE EARTHWORKS.
CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
· CONSTRUCTION PRE-START MEETING 9. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL BE REHABILITATED TO A MINIMUM OF THE THE RESPONSIBILITY OF OTHER PARTIES. SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE
PRE-CONSTRUCTION CONDITIONS, AT THE CONTRACTORS EXPENSE. 14. RESIDENTIAL DRAINAGE CONNECTIONS TO KERB AND CHANNEL REFER TO IPWEA STD DRG RS-081. REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY
· SET OUT AND ACTUAL FINISHED GROUND LEVELS.
· DEMOLITION
· SUBGRADE PROOF-ROLLS
· PRE-SEAL PROOF-ROLLS
· CONCRETE PRE-POURS
75mm TYPICAL
· FINAL INSPECTION
MESH AND COVER PROPRIETARY PERMANENT
14. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, AS SPECIFIED CAPPING STRIP(#)
SUCH AS:
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
CONCRETE PAVEMENT
● REQUIRED WATER QUALITY OBJECTIVES; AS SPECIFIED
SEALANT SHALL BE ELASTOMERIC FUEL
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; RESISTANT POLYSULPHIDE NONPORITE 10mm WIDENING SAW CUT 1/3 0.25Dx6 WIDE. 6mm SCW
8mmØ POLYETHYLENE TUBE BACKING ROD SUBBASE OR BEDDING
6mm
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; THIOXOL SL OR APPROVED EQUIVALENT LAYER AS SPECIFIED
AND SEALANT REQUIRED IN SANDY AREAS
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
· REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. 200um MOISTURE BARRIER IF DOWELLED OR PROPRIETARY
0.25D
16mmØ POLYETHYLENE ORDERED, LAPPED 200mm JOINT SYSTEM
TUBE BACKING ROD
16mm SCW
10mm
# OPTION FOR TEMPORARY CAPPING STRIP,
30mm
REMOVED AND APPROVED SEALANT APPLIED
10mm "ABELFLEX" WITH
3mm SAW CUT
RIP OFF STRIP
EXPANSION JOINT (KJ) WITH KEY
FORMED JOINT SAW CUT JOINT SCALE 1:10
ENVIRONMENTAL MANAGEMENT NOTES: DETAIL DETAIL (MAX JOINT SPACING; 12m)
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL ENVIRONMENTAL PROTECTION MEASURES BEING IMPLEMENTED
ON SITE PRIOR AND DURING CONSTRUCTION. SCALE 1:5 SCALE 1:5
2. NO VEGETATION BEYOND THE EXTENT OF EARTHWORKS OR THAT SHOWN ON THE PLANS IS TO BE UNDERTAKEN REFER "FORMED
WITHOUT PRIOR CONSENT FROM THE SUPERINTENDENT. JOINT" DETAIL
3. ALL VEGETATION BEING RETAINED ON SITE MUST BE IDENTIFIED AND PROTECTED FROM DAMAGE. MESH AND COVER 75mm TYPICAL EXPANSION CAP
4. EROSION AND SEDIMENT CONTROL IS THE RESPONSIBILITY OG THE CONTRACTOR AND MUST BE IMPLEMENTED AS SPECIFIED 25mm GAP
PRIOR TO CONSTRUCTION COMMENCING AND DURING CONSTRUCTION.
5. ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH CONCRETE PAVEMENT
APPROPRIATE GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF SECOND POUR FIRST POUR AS SPECIFIED
EROSION CONTROL.
SUBBASE OR BEDDING
6. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING
UNLESS OTHERWISE AGREED WITH THE SUPERINTENDENT. LAYER AS SPECIFIED
7. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT LOCATED UNDER TREE CANOPIES. ROTATE BAR FOLLOWING FIRST POUR, PLAIN GALVANISED DOWELS,
8. ALL STOCKPILES MUST HAVE APPROPRIATE SEDIMENT CONTROLS IN ACCORDANCE WITH THE ENVIRONMENTAL REMOVE, LUBRICATE AND REINSERT TO FREE FROM BURS. BOND BREAKING
MANAGEMENT PLAN. PROVIDE 10mm END VOID COMPOUND OR DOWEL SLEEVE
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00011.DWG
9. NO SOIL CAN BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE.
10. ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE
DISPOSED OF AT A REGULATED WASTE DISPOSAL FACILITY.
EXPANSION JOINT (EJ), DOWEL BAR
SCALE 1:10
REFER "FORMED
JOINT" DETAIL FOOTING, WALL OR OTHER FORM REFER "SAW CUT JOINT" DETAIL
MESH AND COVER OF BLOCKOUT STRUCTURE
75mm TYPICAL
MESH AND COVER
AS SPECIFIED
AS SPECIFIED
MESH AND COVER
CONCRETE AS SPECIFIED NOTE: WHERE CONTRACTION JOINTS ARE SKEW TO THE
PAVEMENT CONCRETE PAVEMENT
AS SPECIFIED MAIN JOINTING LAYOUT. ENSURE THAT DOWELS ARE
AS SPECIFIED ALIGNED PARALLEL WITH THE MAIN JOINTING LAYOUT.
CONCRETE AS SPECIFIED
'D'
SUBBASE OR BEDDING 4-N16 x 600mm LONG PLAIN HOT
LAYER AS SPECIFIED SUBBASE OR BEDDING
DIP GALVANISED DOWELS AT
LAYER AS SPECIFIED 50mm SAND LAYER, OR 100mm BASE TYPE 2.5 (98% MMDD)
1200mm CENTRES. INSTALL AT
(IF REQUIRED) OVER COMPACTED SUBGRADE (95% MDD)
LJ
DRIVEWAYS & DOORWAYS ONLY
200um MOISTURE BARRIER IF IF DIRECTED 200um MOISTURE BARRIER IF
ORDERED, LAPPED 200mm CUT EVERY SECOND WIRE AND
ORDERED, LAPPED 200mm 200um MOISTURE BARRIER IF EARTHWORKS TO CJ
DEPRESS MESH TO MAINTAIN COVER
ORDERED, LAPPED 200mm SUBGRADE (#)
INDUCED CRACK
Last saved by: ARCOS CIVIL(2022-01-20) Last Plotted: 2022-01-20
CJ
ISOLATION JOINT ABUTTING STRUCTURE (IJ) SAWN CONTRACTION JOINT (CJ) TYPICAL CONCRETE PAVEMENT DETAIL
LJ
LJ
SCALE 1:10 SCALE 1:10 SCALE 1:10
CJ
(MAX JOINT SPACING; PATHS 2m NOM OR PATH WIDTH, NOTE:
LJ
SLABS 3m OR 1.5 TIMES WIDTH OF SLAB PANEL) · FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY GEOTECHNICAL ENGINEER
· CONCRETE PAVEMENT HAS BEEN DESIGNED FOR RESIDENTIAL AND SERVICE TRAFFIC LOADINGS
ONLY. CONCRETE PAVEMENT HAS NOT BEEN DESIGNED FOR CONSTRUCTION TRAFFIC LOADING.
· CONCRETE JOINTS IN ACCORDANCE WITH IPWEA RS-065 FOR PATHS
· SLAB CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE 'GUIDE TO RESIDENTIAL
STREETS & PATHS' - CEMENT AND CONCRETE ASSOCIATION OF AUSTRALIA FOR DRIVEWAYS
DOWEL ORIENTATIONS
N.T.S
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL GENERAL NOTES
0m 0.25 0.5 Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT & DETAILS
A1 1:10
0m 0.125 0.25
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00011 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
A1 1:5 COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
Section 5
EXISTING LEGEND
PROPERTY BOUNDARY
MAJOR CONTOUR
MINOR CONTOUR
SEWER MAIN DN300 AC
WATER MAIN DN100 AC
U/G TELECOMMS
U/G ELECTRICITY
FENCE
RETAINING WALL
TO BE REMOVED
NOTES:
1. FOR GENERAL NOTES REFER DRG C-00011.
DEMOLITION
DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
AND/OR STRUCTURES ON SITE AND DISCONNECT AND
WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
ACCORDANCE WITH A PLUMBING AND DRAINAGE
APPLICATION PRIOR TO DEMOLITION COMMENCING.
CLEARING
THE CONTRACTOR SHALL REMOVE ALL EXISTING
VEGETATION WITHIN THE SITE IN ACCORDANCE WITH
THE APPROVED TREE RETENTION PLAN IF SPECIFIED.
EXISTING HOUSES SEWER
STUB CONNECTION (GIS)
1.
CP
92
1.
1.
BUP5923
25
92
1.
EXISTING ADJCENT
91
1.
1.
89
DRIVEWAY TO REMAIN
90
1.
1.
91
1.
90
EXISTING RETAINING WALL & FENCE
91
1.
1.
1.
89
TO REMAIN
32
90
1.
1.
93
ALL EXISTING FEATURES AND
1.
80
1.
1.
EXISTING POWER POLE, OVERHEAD
84
90
86
STRUCTURES TO BE REMOVED
1.
1.
1.
1. CONNECTION TO EXISTING BUILDING
1.
83
22
90
12
765
86
1.
TO BE DISCONNECTED & REMOVED
1.
1.
87
1.
SP156865
1.
45
45
58
61
1.
1. 1
1.
50
IO
EXISTING KERB ADAPTOR AND
40 .4
1.
36
1.
1.
GRATED DRAIN TO BE REMOVED
5
1.
1.
29
75
1.
1.
9
1.
1.
29
18
27
23
1.
20
59 .60
30
0
1.
1
1.
23
23
1.
1.
86
1.
61
1.
87
1.
21
57
1.
EXISTING WATER METER TO REMAIN
86
1.
24
1.
65
1.
EXISTING CONCRETE PATH
1.
73
HILTON TERRACE
WM
1.
1.
68 TO BE REMOVED.
79
73
1.
11
1.
69
1.
SP156865
56
56
1.
1.
41
54
1.
106
42
1.
RP41223
1.
1.
1.
56
1.
43
1.
55 1.4
922m²
55
1.
1.
41
42
22
22
1. .50
1.
52
53
8
1.
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00101.DWG
1.
1
4
1.
1.
2
56
61
67
1.
42
1.
1.
45
42
1.
49
1.
1.
38
19
SWP 50X350
EXISTING Section 6
DRIVEWAY
1.
1.
53
CROSSOVER TO BE REMOVED
SWP 350X350
49
SL1.35
1.
1.
IL -2
10
21
4
IO
1.
IO
0
1.
SL1.38
SP156865
1.
1.
22
4
.13
1.
1.
37
53
1
41
6
SWP SL:1.19
5
1.
150PVC
1.
45
1.
IL:0.65
42
41
1.
EXISTING STORMWATER CONNECTION
1.
51
LL1.66
TO REMAIN TO GULLY PIT
3 5
1.
1. 1.
1.
1.
1.
41
1.
46 38
22
S
24
4
38
0
1.
1.
3
1.
8
3
36
9
1.
32
IL/100PVC 1.16
1.
EXISTING SEWER MANHOLE EXISTING STORMWATER PITS &
37
1.
1.
PIPE (150PVC) TO BE REMOVED
1.
37
EXISTING TELSTRA PITS
25
WM
25
Last saved by: ARCOS CIVIL(2022-01-20) Last Plotted: 2022-01-20
1.
EXISTING STORMWATER GULLY PIT
23
(Culvert)
ADJACENT PROPERTY
SL:1.05
IL:0.19
SPW
WATER METER TO REMAIN
CP
BUP6816
1.
1.
21
19
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL EXISTING FEATURES
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT PLAN
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00101 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
The text continues on section 7.