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240608Opw-b
ALTERATIONS TO EXISTING OPW22/0218 PROPOSED RESIDENTIAL DEVELOPMENT LINDSAY CONSULTING PTY LINDSAY CONSULTING PTY LTD LTD 4-6 HAY STREET, TEWANTIN RPEQ 4928 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118 THIS DRAWING REMAINS THE PROPERTY OF LINDSAY CONSULTING PTY LTD AND IS FOR THE SOLE USE OF THE CLIENT. NO PART MAY BE USED IN PART OR WHOLE WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF LINDSAY CONSULTING PTY LTD CLIENT AND PROJECT DESCRIPTION GJ GARDNER NOOSA PROPOSED RESIDENTIAL DEVELOPMENT 4-6 HAY STREET, SCHEDULE OF DRAWINGS TEWANTIN DWG DESCRIPTION OPW0 LOCALITY PLAN & SCHEDULE OF DRAWINGS DRAWING TITLE LOCALITY PLAN AND OPW1 NOTES - PAGE 1 SCHEDULE OF OPW2 NOTES - PAGE 2 DRAWINGS OPW3 DEVELOPMENT LAYOUT PLAN SCALES OPW4 EARTHWORKS PLAN OPW5 EARTHWORKS SECTION OPW6 ACCESS DRIVEWAY AND STORMWATER DRAINAGE DETAILS OPW7 ACCESS DRIVEWAY LONGITUDINAL SECTION OPW8 ACCESS DRIVEWAY CROSS SECTIONS OPW9 STORMWATER DRAINAGE LONGITUDINAL SECTIONS SURVEY DATUM OPW10 EROSION CONTROL DETAILS . OPW11 EROSION CONTROL DETAILS (CONTINUED) ASSOCIATED CONSULTANTS REPRODUCED AND UPDATED FROM CONTOUR CONSULTING PROPOSED SITE ENGINEERS APPROVED LOCATION OPW DRAWINGS FOR PROJECT 3045 FOR OPW 22/0218 APPROVED 31 OCT 2022 WARNING REVISION LIST NOTE THE CONTRACTOR SHALL CONFIRM THE A ORIGINAL ISSUE 15/10/24 Protect your THE ENGINEER MUST BE NOTIFIED OF B OVERLAND FLOW PATHS ADDED 18/12/24 LOCATION OF ALL EXISTING SERVICES ON AND PERSONAL CHANGES PLANS. IF NOT, AS CONSTRUCTED EXTERIOR TO THE SITE INCLUDING WATER INTERESTS. DRAWINGS WILL NOT BE ISSUED MAINS, SEWER MAINS, GAS MAINS, HEAD EYES TELECOMMUNICATION CABLES, ELECTRICAL EARS CONDUITS, AND STORMWATER PIPES. ANY BODY DAMAGE TO EXISTING SERVICES SHALL BE IT IS THE RESPONSIBILITY OF THE FOREMAN TO HANDS REPAIRED AT THE CONTRACTORS EXPENSE CONTACT THE RELEVANT SERVICE AUTHORITIES TO THE ENGINEER MUST BE NOTIFIED OF ASCERTAIN THE EXACT LOCATION OF SERVICES CHANGES PLANS. IF NOT, AS CONSTRUCTED PRIOR TO CONSTRUCTION Computer File 240608OW.DWG FEET DRAWINGS WILL NOT BE ISSUED DRAWING NUMBER SHEET REV. 24-0608-C0 0 B
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Full text of pages 2 to 6 (of 13)
Page 2
PROJECT NOTES (NOTEGENERAL
GENERAL
THAT(CONTIINUED)
ALL NOTES MAY NOT APPLY) QUEENSLAND GOVERNMENT CODES OF EARTHWORKS CONTINUED VEGETATION PROTECTION
PRACTICE NOTES
1. THESE ENGINEERING DRAWINGS HAVE BEEN 20. ALL TEMPORARY AND PERMANENT ROAD SIGNS • COMPACTION STANDARDS FOR FILLING MATERIAL
PREPARED FROM INFORMATION AVAILABLE AT AND LINEMARKING SHALL COMPLY WITH THE - CONFINED SPACES: CODE OF PRACTICE 7443
1. TREES LOCATED ALONG THE FOOTPATH SHALL
THE TIME. AS THIS INFORMATION MAY BE THE CURRENT MANUAL OF UNIFORM TRAFFIC - FORMWORK CODE OF PRACTICE 7443 CONTROLLED FILLING
BE, TRANSPLANTED PRIOR TO CONSTRUCTION,
SUBJECT OF CHANGE PRIOR TO OR DURING CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE - HAZARDOUS MANUAL TASKS: CODE OF PRACTICE
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
(A) SAND FILLING UP TO 800 DEEP,PLACED OR REPLACED IF DESTROYED. LTD
CONSTRUCTION, THE CONTRACTOR IS MARKING SHALL BE REMOVED BY GRINDING 7443
REQUESTED TO ADVISE THE ENGINEER WHERE NOT"BLACKING OUT". COUNCIL DOES NOT - HOW TO MANAGE WORK HEALTH AND SAFETY IN MAXIMUM 300mm THICK LAYERS
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER
DIFFERENCES OCCUR. THESE DRAWINGS SHALL APPROVE OF BLACKING OUT OF EXISTING LINE RISKS: CODE OF PRACTICE 2011 AND COMPACTED WITH A VIBRATING
OR HARDWOOD GIRDLES SHALL BE RPEQ 4928
NOT BE USED FOR FINAL SETOUT OF THE MARKING. KERB MARKERS SHALL BE PROVIDED - MANAGING NOISE AND PREVENTING HEARING ROLLER TO ACHIEVE A MINIMUM
CONSTRUCTED WITH 1.8m BATTENS CLOSELY OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
PROJECT UNLESS SPECIFICALLY STATED. FOR ALL WATER, TELSTRA AND ANY OTHER LOSS AT WORK: CODE OF PRACTICE 2015 DYNAMIC CONE PENETRO- METER
SPACED AND ARRANGED VERTICALLY FROM THIS DRAWING REMAINS THE PROPERTY OF
SERVICE CONDUIT ROAD CROSSINGS AS - MANAGING THE RISK OF FALLS AT WORKPLACES: READING OF 7 BLOWS PER 300
GROUND LEVEL. GIRDLES SHALL BE STRAPPED LINDSAY CONSULTING PTY LTD AND IS FOR
2. INSPECTIONS ARE REQUIRED TO BE PERFORMED APPLICABLE. CODE OF PRACTICE 2011 PENETRATION (REFER AS 1289.F3.3).
TO TREES PRIOR TO CONSTRUCTION AND REMAIN
BY A DULY APPOINTED COMPETENT PERSON(S). - MANAGING WORK ENVIRONMENT AND FACILITIES:
UNTIL COMPLETION.
THE SOLE USE OF THE CLIENT. NO PART
REFER TO PRINCIPLE CONTRACTOR, CERTIFIER, 21. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF CODE OF PRACTICE 2011 SAND FILL MAY BE FLOODED IF MAY BE USED IN PART OR WHOLE WITHOUT
STATE GOVERNMENT LEGISLATION OR COUNCIL SERVICES, ALL DIMENSIONS AND LEVELS PRIOR - MOBILE CRANE: CODE OF PRACTICE 2006 NECESSARY TO ACHIEVE THIS PRIOR EXPRESS WRITTEN CONSENT OF
3. TREE ROOTS SHALL BE TUNNELLED UNDER,
FOR FOR HOLD POINTS. TO CONSTRUCTION. - SCAFFOLDING: CODE OF PRACTICE 2009 COMPACTION STANDARD, PROVIDED
RATHER THAN SEVERED. IF ROOTS ARE SEVERED LINDSAY CONSULTING PTY LTD
- STEEL CONSTRUCTION: CODE OF PRACTICE 2004 THE WATER CAN SUBSEQUENTLY BE
THE DAMAGED AREA SHALL BE TREATED WITH A
3. THESE DRAWINGS SHALL BE READ IN 22. ALL MATERIALS & WORKMANSHIP SHALL BE IN - TILT-UP AND PRE-CAST CONSTRUCTION DRAINED FROM THE SITE. CLIENT AND PROJECT DESCRIPTION
SUITABLE FUNGICIDE. CONTACT RELEVANT
CONJUNCTION WITH ALL ARCHITECTURAL AND ACCORDANCE WITH AS2890, THE BUILDING CODE INDUSTRY CODE OF PRACTICE 2003
COUNCIL ARBORIST FOR FURTHER ADVICE.
OTHER CONSULTANTS DRAWINGS AND
SPECIFICATIONS AND WITH SUCH OTHER
OF AUSTRALIA (INCLUDING THE QUEENSLAND
SUPPLEMENT), THE QUEENSLAND BUILDING ACT
-
-
TOWER CRANE: CODE OF PRACTICE 2006
WORK HEALTH AND SAFETY CONSULTATION,
(B) NON-SAND FILLING UP TO 400 DEEP,
PLACED IN MAXIMUM 150 mm THICK
GJ GARDNER NOOSA
WRITTEN INSTRUCTIONS AS MAY BE ISSUED AMENDMENT ACT 1991 AND THE LOCAL CO-OPERATION AND CO-ORDINATION CODE OF LAYERS AND COMPACTED WITH A
4. ANY TREE LOPPING REQUIRED SHOULD BE
UNDERTAKEN BY AN APPROVED ARBORIST.
PROPOSED RESIDENTIAL
DURING THE COURSE OF THE CONTRACT. AUTHORITY'S BY-LAWS. PRACTICE 2011 MECHANICAL ROLLER. CLAY FILL
- SAFE DESIGN OF STRUCTURES CODE OF SHALL BE MOIST DURING DEVELOPMENT
4. ALL DISCREPANCIES SHALL BE REFERRED TO THE 23. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN PRACTICE 2014 OTHER REFERENCES: COMPACTION. SOIL NOTES 4-6 HAY STREET,
ARCHITECT/ENGINEER FOR DECISION BEFORE RELEVANT APPROVALS PRIOR TO - NATIONAL CODE OF PRACTICE FOR PRECAST, 1. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED
TEWANTIN
SOIL NOTE
PROCEEDING WITH THE WORK. COMMENCEMENT OF WORKS. TILT UP AND CONCRETE ELEMENTS IN BUILDING (C) CONTROLLED FILLING SHALL SEPARATELY.
CONSTRUCTION, 2008 CONTINUE FOR AT LEAST 1 METRE
5. ALL DIMENSIONS RELEVANT TO SETTING OUT AND 24. KERB MARKERS SHALL BE PROVIDED FOR ALL PAST THE EDGE OF THE FOOTING 2. CARE SHALL BE TAKEN TO PREVENT SEDIMENT
OFF-SITE WORK SHALL BE VERIFIED BY THE
CONTRACTOR BEFORE CONSTRUCTION AND
WATER, TELSTRA AND ANY OTHER SERVICE
CONDUIT ROAD CROSSINGS AS APPLICABLE
CONTRACTORS SUBMISSIONS BEAM AND SHALL BE BATTERED BACK
TO THE ORIGINAL SURFACE WITH A
FROM ENTERING THE STORMWATER SYSTEM.
THIS MAY INVOLVE PLACING APPROPRIATE
FABRICATION IS COMMENCED. SLOPE OF NO MORE THAN SEDIMENT CONTROLS AROUND STOCKPILES. DRAWING TITLE
1. THE REINFORCEMENT, PRE-STRESSING AND
6. THE ENGINEER'S DRAWINGS SHALL NOT BE
25. ALL VARIATIONS SHALL BE BE APPROVED IN
WRITING BY THE ENGINEER BEFORE BEING STRUCTURAL STEEL MATERIAL SUPPLIER MUST
1:2 (VERT : HOR).
3. IF ACID SULPHATE SOILS EXIST IN THE WORKS
STANDARD NOTES
SCALED. CARRIED OUT BE CERTIFIED BY ACRS (AUSTRALIAN STANDARDS (D) WHERE THE DEPTH OF FILLING
CERTIFICATION AND VERIFICATION OF AREA. THE OUTPUTS FROM THE RISK
MATERIAL EXCEEDS THAT SPECIFIED ASSESSMENT BASED ON THE QUEENSLAND ACID
7. DURING CONSTRUCTION THE CONTRACTOR 26. THE CONTRACTOR SHALL CONFIRM THE REINFORCING, PRE-STRESSING AND STRUCTURAL ABOVE, THE FILLING MATERIAL SHALL
STEELS) FOR THE SUPPLY OF REINFORCEMENT, SULPHATE SOIL TECHNICAL MANUAL SHALL BE
SHALL BE RESPONSIBLE FOR MAINTAINING THE LOCATION OF ALL EXISTING SERVICES ON AND BE COMPACTED AS FOLLOWS:- CONFORMED TO.
STRUCTURE IN A STABLE CONDITION AND EXTERIOR TO THE SITE INCLUDING BUT NOT PRE-STRESSING STRUCTURAL STEEL.
ENSURING NO PART SHALL BE OVERSTRESSED LIMITED TO WATER MAINS, SEWER MAINS, GAS (i) SAND FILL TO 65% DENSITY SCALES
CREEK CROSSING NOTES
CREEK CROSSINGS NOTES
UNDER CONSTRUCTION ACTIVITIES. MAINS, LELECTRICAL CABLES, 2. SUBMIT CURRENT CERTIFICATES. INDEX IN ACCORDANCE WITH
TELECOMMUNICATION CABLES. ANY DAMAGE TO AS1289.E6.1
8. WORKMANSHIP AND MATERIALS ARE TO BE IN EXISTING SERVICES ITS THE RESPONSIBILITY OF EARTHWORKS 1. SILTATION CONTROL MEASURES SHALL BE
ACCORDANCE WITH THE RELEVANT CURRENT THE CONTRACTOR AND AT THE CONTRACTORS (ii) NON-SAND FILL TO 95% PLACED DOWNSTREAM OF ANY EXCAVATION
S.A.A. CODES INCLUDING ALL AMENDMENTS, AND EXPENSE 1. EARTHWORKS TO COMPLY WITH AS3798. MAXIMUM DRY DENSITY WORK.
THE LOCAL STATUTORY AUTHORITIES, EXCEPT (STANDARD COMPACTION) IN
WHERE VARIED BY THE CONTRACT DOCUMENTS. 27. ALL REDUNDANT CROSSOVERS, ETC SHALL BE 2. STRIP SITE OF ALL TOPSOIL, VEGETATION AND ACCORDANCE WITH AUSTRALIAN 2. APPROPRIATE SEDIMENT CONTROLS SHALL BE
REMOVED DELETERIOUS MATTER TO A MINIMUM DEPTH OF STANDARD USED TO PREVENT SEDIMENT FROM ENTERING
9. THE APPROVAL OF A SUBSTITUTION SHALL BE 150 mm. THE CREEK.
SOUGHT FROM THE ENGINEER, BUT IS NOT AN 28. ALL FILL SHALL BE APPROVED BY THE
AUTHORIZATION FOR AN EXTRA. ANY EXTRA SUPERVISING ENGINEER PRIOR TO USE 3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. (iii) COMPACTION TESTS SHALL BE 3. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF
INVOLVED MUST BE TAKEN UP WITH THE SOFT SPOTS TO BE REMOVED AND BACKFILLED. CARRIED OUT ON EACH LAYER THE CREEK.
ARCHITECT/ENGINEER AND/OR PRINCIPLE
BEFORE THE WORK COMMENCES.
SAFETY ALL NATURAL SUBGRADE IS TO BE COMPACTED AS THE FILLING IS PLACED. IF
THE COMPACTION STANDARD
TO ACHIEVE A DENSITY INDEX OF 70%.
REHABILATION SURVEY DATUM
REHABILIATION NOTES
SPECIFIED IS NOT ACHIEVED,
1. REFER TO THE PROJECT DOCUMENTS FOR AN
10. UNLESS NOTED OTHERWISE ALL DIMENSIONS 4. MATERIAL WON FROM SITE TO BE INSPECTED BY THEN A "PIER AND SLAB" AND
ASSESSMENT OF THE RISKS ASSOCIATED WITH 1. PREDISTURBANCE SOIL PROFILES AND
ARE IN MILLIMETRES ENGINEER FOR APPROVAL PRIOR TO USE AS "PIER AND BEAM" FOOTING .
THE ANY WORKS AND RECOMMENDED COMPACTION LEVELS SHALL BE REINSTATED.
FILLING UNDER SLABS. ANY IMPORTED FILL TO DESIGN SHALL BE ADOPTED
TREATMENTS.
11. ALL LEVELS ARE EXPRESSED IN METRES. HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO WITH ALL PIERS FOUNDED
BE COMPACTED TO EITHER CONTROLLED OR ON THE NATURAL UNDERLYING 2. PREDISTURBANCE VEGETATION PATTERNS SHALL
12. ALL PROPS AND FORMWORK FOR BEAMS AND
2. WHERE THERE IS IS NO OVER RIDING PROJECT
ROLLED FILL STANDARD AS SPECIFIED MATERIAL. BE RESTORED. ASSOCIATED CONSULTANTS
DOCUMENT/ SPECIFICATIONS THEN REFER TO
SLABS SHALL BE REMOVED BEFORE ELSEWHERE
THE PRINCIPLE CONTRACTOR FOR ALL SAFETY
CONSTRUCTION OF ANY MASONRY WALLS OR
PARTITIONS ON THE FLOOR.
REQUIREMENTS
5. WHERE SERVICE TRENCHES ARE REQUIRED TO
ROLLED FILLING
REPRODUCED AND
13. ALL NON LOAD BEARING WALLS SHALL BE KEPT
3. CONSULTATION WITH AFFECTED PARTIES IS BE EXCAVATED BELOW FOOTING BASE LEVEL,
SIDE OF TRENCH SHALL BE LOCATED AWAY FROM
(A) SAND FILLING UP TO 600 DEEP,
PLACED IN MAXIMUM 300mm THICK UPDATED FROM
MANDATORY WHEN IDENTIFYING
CLEAR OF THE UNDERSIDE OF SLABS AND
BEAMS BY 20mm
HAZARDS,ASSESSING RISKS AND DECIDING ON SIDE OF FOOTING BY THE SAME DISTANCE THAT
THE TRENCH IS BELOW FOOTING BASE. WHERE
LAYERS AND COMPACTED BY
REPEATED ROLLING WITH AN CONTOUR CONSULTING
CONTROL MEASURES.
14. UNLESS OTHERWISE SHOWN. SUBTERRANEAN
THIS CANNOT BE ACHIEVED, THE STRUCTURAL
ENGINEER SHALL BE CONTACTED FOR FURTHER
EXCAVATOR.
ENGINEERS APPROVED
4. CONSTRUCTION SHALL BE CARRIED OUT USING
TERMITE PROTECTION SHALL BE IN ACCORDANCE
WITH AS 3660 - PART 1 AND THE BCA.
SAFE WORK METHODS AND IN ACCORDANCE DIRECTION. (B) NON-SAND FILING UP TO 300 DEEP,
PLACED IN MAXIMUM 150mm THICK
OPW DRAWINGS FOR
WITH THE FOLLOWING DOCUMENTS:-
15. NON-STRUCTURAL ITEMS SUCH AS DAMP PROOF
6. ALL SOIL CONDITIONS SHALL BE AS PER
SPECIFIED GEOTECHNICAL REPORT. WHERE
LAYERS AND COMPACTED BY
REPEATED ROLLING WITH AN
PROJECT 3045 FOR OPW
LEGISLATION
COURSING, FLASHING AND WEEP HOLES ARE
NOT SHOWN FOR CLARITY. REFER TO THE
CONDITIONS VARY FROM REPORT THE
GEOTECHNICAL ENGINEER SHALL BE CONTACTED
EXCAVATOR
22/0218 APPROVED 31
ARCHITECTURAL DETAILS AS REQUIRED -
-
WORKPLACE HEALTH AND SAFETY ACT 2011
WORKPLACE HEALTH AND SAFETY REGULATION
FOR DIRECTIONS (C) WHERE THE DEPTH OF FILLING
MATERIAL EXCEEDS THAT SPECIFIED
OCT 2022
16. ALL STORMWATER CULVERTS TO BE RCP CLASS 2011 7. THE CONTRACTOR(S) SHALL FULLY INFORM ABOVE, THE FILLING MATERIAL SHALL
2. ALL ROOFWATER PIPES TO BE uPVC, CLASS SH THEMSELVES OF THE GROUND CONDITIONS ON BE COMPACTED AS FOLLOWS:-
SITE PRIOR TO COMMENCEMENT OF THE WORKS
17. SILT MANAGEMENT PLAN TO REMAIN IN PLACE AND ADOPT SEEPAGE AND DRAINAGE CONTROL (i) SAND FILL TO 65% DENSITY INDEX IN
UNTIL COMPLETION OF WORKS AND CONSTRUCTION PRACTICES APPROPRIATE ACCORDANCE WITH AS1289.E6.1
FOR THE SITE CONDITIONS. REVISION LIST
18. ALL PROPOSED OPERATIONAL WORKS SHALL BE (ii) NON-SAND FILL TO 95% MAXIMUM DRY A ORIGINAL ISSUE 15/10/24
CONSTRUCTED IN ACCORDANCE WITH COUNCIL'S 8. WHERE ANY FILLING IS CARRIED OUT ON THE SITE DENSITY (STANDARD COMPACTION) IN B OVERLAND FLOW PATHS ADDED 18/12/24
OPERATIONAL WORKS APPROVAL LETTER AND AFTER THE COMPLETION OF THE SITE ACCORDANCE WITH AUSTRALIAN STANDARD
COUNCIL'S DECISION INVESTIGATION, THE FOLLOWING REQUIREMENTS
SHALL BE FOLLOWED: (iii) COMPACTION TESTS SHALL BE CARRIED OUT
19. CONCRETE KERB RAMPS SHALL BE ALIGNED TO ON EACH LAYER AS THE FILLING IS PLACED. IF
COMPLY WITH COUNCIL'S STANDARD DRAWING • THE SITE SHALL BE STRIPPED OF ALL THE COMPACTION STANDARD SPECIFIED IS
AND SHALL BE CONSTRUCTED STRICTLY IN VEGETATION PRIOR TO THE PLACEMENT OF ANY NOT ACHIEVED,THEN A "PIER AND SLAB" AND
ACCORDANCE WITH COUNCIL STANDARD FILLING MATERIAL. "PIER AND BEAM" FOOTING DESIGN SHALL BE
ADOPTED WITH ALL PIERS FOUNDED ON THE
NATURAL UNDERLYING MATERIAL.
Computer File
240608OW.DWG
DRAWING NUMBER SHEET REV.
24-0608-C1 1 B
Page 3
PROJECT NOTES (NOTE THAT ALL NOTES MAY
STORMWATER DRAINAGE NOTES
SEWERAGE SUPPLY NOTES
NOT APPLY)
WATER SUPPLY NOTES
1. ANY CHANGES SHALL BE APPROVED BY THE 1. ALL WORK AND MATERIALS SHALL BE IN 1. ALL WORK AND MATERIALS SHALL BE IN
ENGINEER IN WRITING PRIOR TO CARRYING OUT ACCORDANCE WITH CURRENT SOUTH EAST ACCORDANCE WITH CURRENT SOUTH EAST
OF THE WORKS QUEENSLAND SEWERAGE CODE SPECIFICATIONS QUEENSLAND WATER SUPPLY CODE
AND STANDARDS. SPECIFICATIONS AND STANDARDS.
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
2. ALL LEVELS TO AHD. LTD
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS
3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS AND WORK SHALL COMPLY WITH THE RELEVANT AND WORK SHALL COMPLY WITH THE RELEVANT RPEQ 4928
NOTED OTHERWISE. AUSTRALIAN STANDARDS. AUSTRALIAN STANDARDS.
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
4. ALL DIMENSIONS AND LEVELS ARE TO BE 3. THE CONSTRUCTION OF THE SEWERAGE WORK 3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS THIS DRAWING REMAINS THE PROPERTY OF
CHECKED ON-SITE BEFORE WORK COMMENCES. SHOWN ON THIS DRAWING SHALL BE SUPERVISED PERMANENT LEVEL. LINDSAY CONSULTING PTY LTD AND IS FOR
BY AN ENGINEER WHO HAS RPEQ REGISTRATION THE SOLE USE OF THE CLIENT. NO PART
5. DIMENSIONS SHALL NOT BE OBTAINED BY AND ENDORCEMENT FROM THE RELEVENT 4. COVER ON MAINS FROM PERMANENT LEVEL TO MAY BE USED IN PART OR WHOLE WITHOUT
SCALING THE DRAWING. AUTHOIRITY . SEWERAGEWORKS NOT COMPLYING BE AS SHOWN IN SEQ-WAT-1200-2. PRIOR EXPRESS WRITTEN CONSENT OF
WITH THIS REQUIREMENT WILL NOT BE
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL
LINDSAY CONSULTING PTY LTD
PERMITTED TO CONNECT INTO THE SEQ SERVICE 5. CONDUITS TO BE INSTALLED IN ACCORDANCE
DRAWINGS PROVIDER SEWERAGE SYSTEM. WITH THE STANDARD DRAWINGS.
CLIENT AND PROJECT DESCRIPTION
7. THE LOCATION AND DEPTH OF ALL SERVICES
SHALL BE VERIFIED ON SITE WITH THE
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR
MAINTENANCE HOLES SHALL BE CARRIED OUT BY
6. A WATER METER SUPPLIED AT THE DEVELOPER'S
COST, IS TO BE INSTALLED AT THE SERVICE POINT
GJ GARDNER NOOSA
REVLEVANT AUTHORITY PRIOR TO THE THE SEQ SERVICE PROVIDER AT THE OF EACH LOT IN ACCORDANCE WITH THE PROPOSED RESIDENTIAL
COMMENCEMENT OF WORKS DEVELOPER'S COST. STANDARD DRAWING FOR THE SEQ-SP.
DEVELOPMENT
8. DURING CONSTRUCTION BARRIERS, LIGHTS & 5. ALL PIPES AND MATERIALS SHALL COMPLY WITH 7. ALL MATERIALS USED IN THE WORKS SHALL 4-6 HAY STREET,
SIGNS SHALL BE MAINTAINED TO ENSURE SAFE THE REQUIREMENTS OF THE "ACCEPTED COMPLY WITH THE SEQ-SP's ACCEPTED
PASSAGE OF TRAFFIC AND PEDESTRIANS IN PRODUCTS ANDMATERIALS" LIST. PRODUCTS AND MATERIALS LIST OR BE TEWANTIN
ACCORDANCE WITH THE REQUIREMENTS OF THE APPROPRIATELY SHOWN, LISTED AND DEFINED IN
LOCAL AUTHORITY. 6. EACH ALLOTMENT SHALL BE SERVED BY A DN110 THE ENGINEERING SUBMISSION SO THAT THE
PE (OR DN100 PVC) PROPERTY CONNECTION. FOR ALTERNATIVE PRODUCT OR MATERIAL CAN BE
9. ALL WORK AND MATERIALS SHALL BE IN ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, ASSESSED AND IF APPROPRIATE, APPROVED BY
ACCORDANCE WITH CURRENT LOCAL A DN160 PE (OR DN150 PVC) PROPERTY THE SEQ-SP. DRAWING TITLE
AUTHORITIES SPECIFICATIONS AND STANDARDS. CONNECTION SHALL BE PROVIDED.
8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF STANDARD NOTES
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING ALL RELEVANT AUTHORITIES AND
7. PROPERTY CONNECTIONS SHALL BE LOCATED
WITHIN THE PROPERTY AS SHOWN IN THE
WATER MAINS.
CONTINUED
PAYING ALL FEES NECESSARY BEFORE DRAWINGS. 9. TEST/CHLORINATION POINTS TO BE INSTALLED IN
COMMENCING WORK, FOR LOCATING ALL ACCORDANCE WITH STANDARD DRAWING
EXISTING SERVICES AND FOR REPAIR OF ANY 8. PROPERTY CONNECTION BRANCHES SHALL NO.SEQ-WAT-1410-1.
SERVICES DAMAGED AS A RESULT OF THE EXTEND INTO THE PROPERTY A MINIMUM OF 300 SCALES
FOOTPATHS AND PRIVATE PROPERTY SHALL BE mm AND A MAXIMUM OF 750 mm. UNITYWATER 10. THE CONSTRUCTION OF THE WATER
REINSTATED TO THEIR ORIGINAL CONDITION. REQUIRES MINIMUM EXTENSION OF 500 mm INTO RETICULATION WORK SHOWN ON THIS DRAWING
PROPERTY. MUST BE SUPERVISED BY AN ENGINEER WHO HAS
11. ANY OBSOLETE/REDUNANT CIRCUITWAY RPEQ REGISTRATION. WORKS NOT COMPLYING
CROSSINGS AND DRAINAGE OUTLETS FROM THE 9. WHERE PIPES ARE LAID IN FILL, THE FILLING WITH THIS REQUIREMENT WILL NOT BE
KERB AND CHANNEL INCLUDING ASSOCIATED SHALL BE CARRIED OUT IN LAYERS NOT PERMITTED TO CONNECT TO THE RETICULATION
PIPES ACROSS THE FOOTPATH SHALL BE EXCEEDING 300 mm (LOOSE) IN DEPTH AND SHALL SYSTEM.
REMOVED AND THE KERB AND CHANNEL AND BE COMPACTED UNTIL THE COMPACTION IS NOT
FOOTPATH REINSTATED TO THE LOCAL LESS THAN 95% OF THE MATERIALS MAXIMUM
AUTHORITIES CURRENT SPECIFICATIONS AND OR COMPACTION WHEN TESTED IN ACCORDANCE
STANDARDS WITH A.S. 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE
12. THE CONTRACTOR'S ATTENTION IS DRAWN TO LAYER. IN ALL SUCH CASES APPROVAL OF
THE REQUIREMENTS OF THE WORKPLACE HEALTH CONSTRUCTED SEWERS WILL NOT BE ISSUED BY
AND SAFETY ACT 1995. ALL WORK IS TO BE THE SEQ SERVICE PROVIDER UNLESS
SURVEY DATUM
CARRIED OUT IN ACCORDANCE WITH THIS ACT CERTIFICATES ARE PRODUCED CERTIFYING THAT
AND IN PARTICULAR THE CONTRACTOR TO THE REQUIRED COMPACTION HAS BEEN .
ENSURE THE REQUIREMENTS OF THIS ACHIEVED.
SPECIFICATION WITH REGARD TO 'NOTIFICATION
IN RELATION TO A NOTIFIABLE PROJECT ARE 10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR
FULFILLED. STEEPER,BULKHEADS SHALL BE CONSTRUCTED ASSOCIATED CONSULTANTS
IN ACCORDANCE WITH THE SEQ SEWER CODE.
13. BENCHING OF PIT STRUCTURES SHALL HAVE A
SMOOTH FINISHED SURFACE, AND PIPES SHALL 11. THE CONTRACTOR SHALL VERIFY THE LOCATION REPRODUCED AND
NOT PROJECT INSIDE THE SHAFT OF THE PIT. AND DEPTH OF EXISTING SERVICES WITH
RELEVANT AUTHORITIES BEFORE COMMENCING UPDATED FROM
14. STORMWATER DRAINAGE PIPES SHALL BE UPVC
PIPE (MINIMUM SEWER CLASS SN8) TO AS 14. 1260
WORKS.
CONTOUR CONSULTING
OR APPROVED EQUIVALENT. MINIMUM COVER TO
ROOFWATER PIPES SHALL BE 50mm EXCEPT
12. SEWERS SHALL BE DISUSED /ABANDONED IN
ACCORDANCE WITH PROCEDURES SET OUT IN
ENGINEERS APPROVED
WHERE REDUCED COVER IS REQUIRED TO
DISCHARGE TO THE KERB AND CHANNEL.
THE SEQ SEWER CODE.
OPW DRAWINGS FOR
15. MINIMUM PIPE GRADES FOR STORMWATER AS
13. BENCH MARK AND LEVELS TO AHD.
PROJECT 3045 FOR OPW
3500 PART 3: PIPES SHALL COMPLY WITH - 1.0%
(MIN) GRADE FOR PIPES < 150 DIA. - 0.5% (MIN)
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY
CONNECTION FROM EXISTING SEWERS SHALL BE
22/0218 APPROVED 31
GRADE FOR PIPES > 150 BUT < 375 DIA. PROVIDED BY THE SEQ SERVICE PROVIDER AT
THE DEVELOPERS COST.
OCT 2022
16. CONCRETE CIRCUITWAY AND PARKING AREAS
SHALL BE CONSTRUCTED WITH 32 MPa
17. REFER HYDRAULIC DRAWINGS FOR SANITARY
DRAINAGE LAYOUTS.
REVISION LIST
18. COMPACTION OF MATERIAL UNDER CONCRETE A ORIGINAL ISSUE 15/10/24
CIRCUITWWAYS AND PARKING AREAS SHALL BE (i) B OVERLAND FLOW PATHS ADDED 18/12/24
75% MINIMUM DENSITY FOR COHESIONLESS
MATERIAL (AS 1289 E5.1) AND (ii) 90% RELATIVE
DRY DENSITY (STD COMP.) FOR MATERIAL OTHER
THAN (i)
Computer File
240608OW.DWG
DRAWING NUMBER SHEET REV.
24-0608-C2 2 B
Page 4
S
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W
T
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S
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HAY STREET
///
W
T
EXISTING EXISTING EDGE
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
S
OF BITUMEN LTD
SEWER MAIN /// ///
///
RPEQ 4928
REINFORCED CONCRETE EXISTING
W
T
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
ACCESS DRIVEWAY
ELECTRICITY
S
THIS DRAWING REMAINS THE PROPERTY OF
///
/ / / PROPERTY BOUNDARY PILLAR BOX LINDSAY CONSULTING PTY LTD AND IS FOR
E
/ / / / / / / / / / / / / /
/
/
/
/ / / / /
/
/ / / / / / / /
/ THE SOLE USE OF THE CLIENT. NO PART
6 ///
MAY BE USED IN PART OR WHOLE WITHOUT
W
/
ACCESS DRIVEWAY
T
/
///
PRIOR EXPRESS WRITTEN CONSENT OF
///
3.5m
S
LINDSAY CONSULTING PTY LTD
///
/
CLIENT AND PROJECT DESCRIPTION
/
///
W
///
T
///
GJ GARDNER NOOSA
///
S
/
PROPOSED RESIDENTIAL
/
DEVELOPMENT
/
W
PROPOSED 4.5m
4-6 HAY STREET,
/
PASSING BAY PRELIMINARY
S
S
WIDE EASEMENT BUILDING
FOR ACCESS AND FOOTPRINT
TEWANTIN
/
SERVICES
/
W
S
S
/
/
DRAWING TITLE
PROPERTY BOUNDARY
DEVELOPMENT
/
LAYOUT PLAN
/
S
W
S
/
/
/ / / /
S
/ /
SCALES
W
/ / / / / / / /
S
/
0 5m 10m
PROPERTY BOUNDARY
S
W
/
Orig. 1:250
S
> > >
S
W
/
S
PROPOSED INTER-ALLOTMENT
PROPOSED DRAINAGE WITHIN 1.5m WIDE EASEMENT SURVEY DATUM
S
ALLOTMENT
W
EXISTING BOUNDARY PRELIMINARY UP
BUILDING .
S
SEWER MAIN FOOTPRINT
FUTURE EXTENSION OF
S
ACCESS DRIVEWAY WITH
W
ASSOCIATED CONSULTANTS
BUILDING WORKS
S
REPRODUCED AND
S
UPDATED FROM
W
LEGEND
CONTOUR CONSULTING
S
EXISTING FEATURES
S
OVERALL RP BOUNDARY ENGINEERS APPROVED
W
CADASTRAL EASEMENT OPW DRAWINGS FOR
S
SURVEYED RP BOUNDARY PROJECT 3045 FOR OPW
CADASTRAL RP BOUNDARY 22/0218 APPROVED 31
/
> > >
S
ROAD CENTRELINE / / / / / / / / / / / / / / / / / / /
OCT 2022
S
PROPERTY BOUNDARY
ROAD KERB & CHANNEL
PROPOSED PVC-U TRUNK
/// /// /// ///
EDGE OF BITUMEN
S
STORMWATER SEWER MAIN
D D STORMWATER DRAINAGE
LEGEND
S
W W WATER RETICULATION REVISION LIST
PROPOSED FEATURES A ORIGINAL ISSUE 15/10/24
S
S S SEWER RETICULATION B OVERLAND FLOW PATHS ADDED 18/12/24
RP BOUNDARY
E/OH OVERHEAD ELECTRICAL
RP EASEMENT
E E UNDERGROUND ELECTRICAL
ROAD CENTRELINE
T T TELSTRA
CONCRETE DRIVEWAY
CHANGE IN GRADE
RETAINING WALL (MAX 1000mm HIGH)
BUILDING
> > > DRAINAGE SWALE
/ / / FENCE
EARTHWORKS BATTERS
Computer File
RETAINING WALL 240608OW.DWG
STORMWATER DRAINAGE
12 NATURAL CONTOUR DRAWING NUMBER SHEET REV.
DESIGN CONTOUR
24-0608-C3 3 B
Page 5
W
T
EARTHWORKS QUANTITIES
S
TOPSOIL STRIPPING: 187m
///
EARTHWORKS CUT: 5m
FILL REQUIRED: 768m
W
T
///
IMPORT: 763m
S
EXISTING
///
NOTES:
HAY STREET
///
1. VOLUMES. SEWER MAIN
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
2. ASSUMED SITE STRIP AT 100mm THICK.
W
T
3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
EXISTING EDGE LTD
A
S
LEVELS AFTER "SITE STRIP" AND EARTHWORKS / SUBGRADE OF BITUMEN
006 PROPOSED CONCRETE SLEEPER
/// ///
///
RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
RETAINING (MAX 300mm HIGH) EXISTING
W
THIS DRAWING REMAINS THE PROPERTY OF
T
ELECTRICITY LINDSAY CONSULTING PTY LTD AND IS FOR
S
///
/ / / PROPERTY BOUNDARY PILLAR BOX THE SOLE USE OF THE CLIENT. NO PART
E
/ / / / / / / / / / / / / /
/
/
/ MAY BE USED IN PART OR WHOLE WITHOUT
/ / / / /
/
/ / / / / / / /
/ 2.0 6
PRIOR EXPRESS WRITTEN CONSENT OF
///
W
/
ACCESS DRIVEWAY
T
2.0
/
LINDSAY CONSULTING PTY LTD
///
///
S
2.5 CLIENT AND PROJECT DESCRIPTION
///
/
/
TOW 2.77 ///
GJ GARDNER NOOSA
2.5
W
///
T
BOW 2.48 ///
PROPOSED RESIDENTIAL
///
S
/
TOW 2.85 TOW 2.63
/
BOW 2.56 BOW 2.37
TOW 2.50 FSL 2.11 DEVELOPMENT
BOW 2.17
4-6 HAY STREET,
/
W
/ TOW 2.73 TOW 2.67 TEWANTIN
S
PROPOSED 4.5m
S
WIDE EASEMENT BOW 2.53 BOW 2.47
/
FOR ACCESS AND 5.35m
B
/
SERVICES
006
W
DRAWING TITLE
S
2.5
S
/
PROPOSED
BULK EARTHWORKS
/
PROPERTY BOUNDARY
RETAINING
WALL PLAN
/
/
1% MIN FALL
S
W
S
2.5
/
/
/ / /
FSL 2.68 SCALES
/
S
/ /
EXISTING
W
/ / / / / / / /
S
BUILDING TO
/
PROPERTY BOUNDARY
BE REMOVED 0 5m 10m
S
Orig. 1:250
W
/
S
> > >
S
W
/
TOW 2.50
S
TOW 2.73 TOW 2.70
BOW 1.75
SURVEY DATUM
BOW 2.34 PROPOSED BOW 2.29
S
ALLOTMENT PROPOSED INTER-ALLOTMENT
W
EXISTING DRAINAGE WITHIN 1.5m WIDE EASEMENT .
EXISTING BOUNDARY
BUILDING TO
S
BE REMOVED
SEWER MAIN PROPOSED COMMON ASSOCIATED CONSULTANTS
S
RETAINING WALL WITHIN
W
EASEMENT (REFER
DETAIL SHEET 6) 5.35m C REPRODUCED AND
S
LL
006
FA
UPDATED FROM
S
1% MIN FALL
LEGEND
W
TOW 2.50 CONTOUR CONSULTING
1.5
EXISTING FEATURES BOW 1.61
PROPOSED 3m
ENGINEERS APPROVED
S
OVERALL RP BOUNDARY WIDE SEWER
S
EASEMENT TOW 2.50
OPW DRAWINGS FOR
W
CADASTRAL EASEMENT PROPOSED CONCRETE BOW 1.77
SURVEYED RP BOUNDARY
EXISTING SLEEPER RETAINING WALL (MAX
1000mm HIGH). DESIGN AND TOW 2.50 PROJECT 3045 FOR OPW
S
SHEDS TO BE
CADASTRAL RP BOUNDARY REMOVED CERTIFICATION BY OTHERS. BOW 1.54 22/0218 APPROVED 31
2.5
FSL 2.66
OCT 2022
/
ROAD CENTRELINE > > >
S
ESL 2.66 / / / / / / / / / / / / /
1.5
/ / / / / /
2.0
ROAD KERB & CHANNEL LEGEND 2.5 2.0 1.5
S
PROPERTY BOUNDARY
/// /// /// ///
EDGE OF BITUMEN PROPOSED FEATURES TOW 2.66 TOW 2.60 TOW 2.54 TOW 2.50
PROPOSED
BOW 2.49 BOW 2.27 BOW 1.79 BOW 1.50
S
D D STORMWATER RP BOUNDARY STORMWATER
DRAINAGE
S
W W WATER RETICULATION REVISION LIST
RP EASEMENT A ORIGINAL ISSUE 15/10/24
S S SEWER RETICULATION ROAD CENTRELINE B OVERLAND FLOW PATHS ADDED 18/12/24
NOOSA COUNCIL FLOOD CERTIFICATE
S
E/OH OVERHEAD ELECTRICAL CONCRETE DRIVEWAY DEFINED FLOOD LEVEL (DFE) - RL2.5m AHD PVC-U TRUNK
E E UNDERGROUND ELECTRICAL MINIMUM BUILDING FLOOR LEVEL - FFL2.8m AHD SEWER MAIN
RETAINING WALL (MAX 1000mm HIGH)
T T TELSTRA > > > DRAINAGE SWALE
RETAINING WALL NOTE:
CHANGE IN GRADE EARTHWORKS BATTERS CONCRETE SLEEPER AND GALVANISED STEEL POST,
BUILDING PROPRIETARY RETAINING WALL. WALL HEIGHT TO BE
STORMWATER DRAINAGE
LESS THAN 1m AND NOT REQUIRING CERTIFICATION.
/ / / FENCE EARTHWORKS CUT WALL SHALL BE INSTALLED IN ACCORDANCE WITH
RETAINING WALL MANUFACTURERS SPECIFICATIONS BY A SUITABLY Computer File
EARTHWORKS FILL QUALIFIED AND LICENSED TRADESPERSON.
240608OW.DWG
12 NATURAL CONTOUR 63 DESIGN CONTOURS
DRAWING NUMBER SHEET REV.
24-0608-C4 4 B
Page 6
NEW LOT BDY
EMT BDY
EMT BDY
EMT BDY
RP BDY
RP BDY
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
LTD
LOT 5 COMMON RETAINING EASEMENT FOR ACCESS LOT 3
RP77225 WALL (REFER DETAIL) AND SERVICES RP72903 RPEQ 4928
LOT 401
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
DESIGN SURFACE
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
CONCRETE SLEEPER RETAINING EXISTING SURFACE CONCRETE PROPOSED CONCRETE
MAY BE USED IN PART OR WHOLE WITHOUT
(HEIGHT VARIES - 1m MAX) SLEEPER RETAINING ACCESS DRIVEWAY PRIOR EXPRESS WRITTEN CONSENT OF
(300mm MAX HIGH) LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
GJ GARDNER NOOSA
SECTION A
PROPOSED RESIDENTIAL
DEVELOPMENT
4-6 HAY STREET,
NEW RP BDY
EMT BDY
TEWANTIN
RP BDY
EASEMENT FOR
LOT 201 ACCESS LOT 401
AND SERVICES
TOP OF WALL DRAWING TITLE
RL 2.50
DESIGN SURFACE
1% MIN
HAY STREET EARTHWORKS
SECTIONS
PROPOSED CONCRETE EXISTING SURFACE
ACCESS DRIVEWAY
SCALES
SECTION B 0 5m 10m
0.5m WIDE EASEMENT
FOR SUPPORT
Orig. 1:250
RP BDY
(HORIZONTAL)
0 500 1000 mm
EMT BDY
EMT BDY
LOT 402 LOT 401
Orig. 1:25
RP BDY
(VERTICAL)
RETAINING WALL
SURVEY DATUM
RP BDY
LOCATED CENTRAL TO
COMMON BOUNDARY
LOT 1
TOP OF WALL
RP77225 LOT 402 .
HIGH POINT RL 2.50
FSL ~RL2.5 DESIGN SURFACE
FALL RL 2.75 1% MIN
HAY STREET ASSOCIATED CONSULTANTS
EXISTING SURFACE
EXISTING
SURFACE REPRODUCED AND
SECTION C UPDATED FROM
DRAINAGE GRAVEL
RETAINING WALL NOTE:
CONTOUR CONSULTING
AND DRAINAGE TO
MANUFACTURERS CONCRETE SLEEPER AND GALVANISED STEEL POST,
PROPRIETARY RETAINING WALL. WALL HEIGHT TO BE
ENGINEERS APPROVED
SPECIFICATIONS
OPW DRAWINGS FOR
FOOTING AS PER
LESS THAN 1m AND NOT REQUIRING CERTIFICATION.
MANUFACTURERS
WALL SHALL BE INSTALLED IN ACCORDANCE WITH
SPECIFICATIONS
MANUFACTURERS SPECIFICATIONS BY A SUITABLY
QUALIFIED AND LICENSED TRADESPERSON.
PROJECT 3045 FOR OPW
COMMON RETAINING WALL DETAIL
SCALE 1:20 (A3) 22/0218 APPROVED 31
OCT 2022
REVISION LIST
A ORIGINAL ISSUE 15/10/24
B OVERLAND FLOW PATHS ADDED 18/12/24
Computer File
240608OW.DWG
DRAWING NUMBER SHEET REV.
24-0608-C5 5 B
The text continues on page 7.