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Engineering Plans
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Log in to see the plans as drawnLINDSAY CONSULTING PTY
LTD
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PROJECT NOTES (NOTE THAT ALL NOTES MAY NOT APPLY)
GENERAL
4. THESE ENGINEERING DRAWINGS HAVE BEEN PREPARED.
FROM INFORMATION AVAILABLE AT THE TIME. AS THIS
INFORMATION MAY BE THE SUBJECT OF CHANGE PRIOR TO.
OR DURING CONSTRUCTION, THE CONTRACTOR IS REQUESTED
TO ADVISE THE ENGINEER WHERE DIFFERENCES OCCUR. THESE
DRAWINGS SHALL NOT BE USED FOR FINAL SETOUT OF THE
PROJECT UNLESS SPECIFICALLY STATED
2. INSPECTIONS ARE REQUIRED TO BE PERFORMED BY A
DULY APPOINTED COMPETENT PERSON(S). REFER TO PRINCIPLE
CONTRACTOR, CERTIFIER, STATE GOVERNMENT LEGISLATION
OR COUNCIL FOR FOR HOLD POINTS
3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH
ALL ARCHITECTURAL AND OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE
COURSE OF THE CONTRACT.
4 ALL DISCREPANCIES SHALL BE REFERRED TO THE
ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE
WORK.
5. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE
WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE,
CONSTRUCTION AND FABRICATION IS COMMENCED
6. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED.
7. DURING CONSTRUCTION THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE
CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED
UNDER CONSTRUCTION ACTIVITIES.
8. WORKMANSHIP AND MATERIALS ARE TO BE IN
ACCORDANCE WITH THE RELEVANT CURRENT S.A.A. CODES,
INCLUDING ALL AMENDMENTS, AND THE LOCAL STATUTORY
AUTHORITIES, EXCEPT WHERE VARIED BY THE CONTRACT
DOCUMENTS.
9. THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT
FROM THE ENGINEER, BUT IS NOT AN AUTHORIZATION FOR
AN EXTRA. ANY EXTRA INVOLVED MUST BE TAKEN UP WITH
THE ARCHITECT AND/OR PRINCIPLE BEFORE THE WORK
COMMENCES.
10. UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE IN
MILLIMETRES,
11. ALL LEVELS ARE EXPRESSED IN METRES.
12. ALL PROPS AND FORMWORK FOR BEAMS AND SLABS SHALL.
BE REMOVED BEFORE CONSTRUCTION OF ANY MASONRY
WALLS OR PARTITIONS ON THE FLOOR.
13. | ALL NON LOAD BEARING WALLS SHALL BE KEPT CLEAR OF
THE UNDERSIDE OF SLABS AND BEAMS BY 20mm
14. UNLESS OTHERWISE SHOWN. SUBTERRANEAN TERMITE
PROTECTION SHALL BE IN ACCORDANCE WITH AS 3660 - PART 1
AND THE BCA.
15. |. NON-STRUCTURAL ITEMS SUCH AS DAMP PROOF
COURSING, FLASHING AND WEEP HOLES ARE NOT SHOWN
FOR CLARITY. REFER TO THE ARCHITECTURAL DETAILS AS
REQUIRED
16. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL
ROOFWATER PIPES TO BE uPVC
17. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL
COMPLETION OF WORKS AND 2. ALL PROPOSED OPERATIONAL
WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND.
COUNCIL'S DECISION
18.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH
COUNCIL'S STANDARD DRAWING AND SHALL BE CONSTRUCTED
STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
19. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND
LINEMARKING SHALL COMPLY WITH THE CURRENT MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING
OUT". COUNCIL DOES NOT APPROVE OF BLACKING OUT OF
EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT
ROAD CROSSINGS AS APPLICABLE.
SAFETY
1. REFER TO THE PROJECT DOCUMENTS FOR AN
ASSESSMENT OF THE RISKS ASSOCIATED WITH THE ANY
WORKS AND RECOMMENDED TREATMENTS.
2. WHERE THERE IS IS NO OVER RIDING PROJECT DOCUMENT/
SPECIFICATIONS THEN REFER TO THE PRINCIPLE
CONTRACTOR FOR ALL SAFETY REQUIREMENTS,
3. CONSULTATION WITH AFFECTED PARTIES IS MANDATORY
WHEN IDENTIFYING HAZARDS,ASSESSING RISKS AND.
DECIDING ON CONTROL MEASURES.
4. CONSTRUCTION SHALL BE CARRIED OUT USING SAFE
WORK METHODS AND IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS:-
LEGISLATION
- WORKPLACE HEALTH AND SAFETY ACT 2011
- WORKPLACE HEALTH AND SAFETY REGULATION 2011
QUEENSLAND GOVERNMENT CODES OF
PRACTICE
- CONFINED SPACES: CODE OF PRACTICE 2016
- FORMWORK CODE OF PRACTICE 2016
- HAZARDOUS MANUAL TASKS: CODE OF PRACTICE 2016
- HOW TO MANAGE WORK HEALTH AND SAFETY RISKS: CODE
OF PRACTICE 2011
- MANAGING NOISE AND PREVENTING HEARING LOSS AT
WORK: CODE OF PRACTICE 2015
- MANAGING THE RISK OF FALLS AT WORKPLACES: CODE OF
PRACTICE 2011
- MANAGING WORK ENVIRONMENT AND FACILITIES: CODE OF
PRACTICE 2011
- MOBILE CRANE: CODE OF PRACTICE 2006
- SCAFFOLDING: CODE OF PRACTICE 2009
- STEEL CONSTRUCTION: CODE OF PRACTICE 2004
- TILT-UP AND PRE-CAST CONSTRUCTION INDUSTRY CODE
OF PRACTICE 2003
- TOWER CRANE: CODE OF PRACTICE 2006
- WORK HEALTH AND SAFETY CONSULTATION,
CO-OPERATION AND CO-ORDINATION CODE OF PRACTICE
2011
QUEENSLAND GOVERNMENT CODES OF
PRACTICE (CONTINUED)
- SAFE DESIGN OF STRUCTURES CODE OF PRACTICE 2014
OTHER REFERENCES:
- NATIONAL CODE OF PRACTICE FOR PRECAST, TILT UP AND.
CONCRETE ELEMENTS IN BUILDING CONSTRUCTION, 2008
CONTRACTORS SUBMISSIONS
1 THE REINFORCEMENT, PRE-STRESSING AND STRUCTURAL
STEEL MATERIAL SUPPLIER MUST BE CERTIFIED BY ACRS
(AUSTRALIAN STANDARDS CERTIFICATION AND
VERIFICATION OF REINFORCING, PRE-STRESSING AND
STRUCTURAL STEELS) FOR THE SUPPLY OF REINFORCEMENT,
PRE-STRESSING STRUCTURAL STEEL.
2 SUBMIT CURRENT CERTIFICATES.
WATERPROOFING
1 REFER TO ARCHITECTS DOCUMENTATION FOR
WATERPROOFING DETAILS AND PRODUCT SPECIFICATIONS
GENERALLY.
2. WHILE THE SELECTION AND DETAILING OF
WATERPROOFING PRODUCTS IS OUTSIDE THE SCOPE OF
THE STRUCTURAL DOCUMENTATION, THE FOLLOWING = ITEMS
MUST BE NOTED:
(i) REINFORCED CONCRETE AND REINFORCED
CONCRETE BLOCKWORK ON THEIR OWN ARE NOT.
WATERPROOF
(ii) | LINDSAY CONSULTING PTY LTD RECOMMENDS
WATERPROOFING MEASURES FOR ALL EXTERNAL
SLABS OVER USABLE SPACES AND EXTERNAL SINGLE
SKIN MASONRY.
(iii) | FAILURE TO PROVIDE WATERPROOFING, OR
INADEQUATE WATERPROOFING MEASURES MAY
RESULT IN LEAKS:
(iv) PROLONGED LEAKS CAN LEAD TO PREMATURE,
DETERIORATION OF STRUCTURAL ELEMENTS.
(v) | WATER LEAKING THROUGH CONCRETE STRUCTURES.
TYPICALLY CONTAINS CALCIUM WHICH CAN DAMAGE
PAINTWORK
EARTHWORKS
1. EARTHWORKS TO COMPLY WITH AS3798
2 STRIP SITE OF ALL TOPSOIL, VEGETATION AND
DELETERIOUS MATTER TO A MINIMUM DEPTH OF 150 mm.
3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT
SPOTS TO BE REMOVED AND BACKFILLED. ALL NATURAL
SUBGRADE IS TO BE COMPACTED TO ACHIEVE A DENSITY
INDEX OF 70%.
4. MATERIAL WON FROM SITE TO BE INSPECTED BY ENGINEER
FOR APPROVAL PRIOR TO USE AS FILLING UNDER SLABS.
ANY IMPORTED FILL TO HAVE A MINIMUM CBR VALUE OF
15%. ALL FILL TO BE COMPACTED TO EITHER CONTROLLED
OR ROLLED FILL STANDARD AS SPECIFIED ELSEWHERE
5 WHERE SERVICE TRENCHES ARE REQUIRED TO BE
EXCAVATED BELOW FOOTING BASE LEVEL, SIDE OF
TRENCH SHALL BE LOCATED AWAY FROM SIDE OF FOOTING
BY THE SAME DISTANCE THAT THE TRENCH IS BELOW
FOOTING BASE. WHERE THIS CANNOT BE ACHIEVED, THE
STRUCTURAL ENGINEER SHALL BE CONTACTED FOR
FURTHER DIRECTION.
6 ALL SOIL CONDITIONS SHALL BE AS PER SPECIFIED
GEOTECHNICAL REPORT. WHERE CONDITIONS VARY FROM
REPORT THE GEOTECHNICAL ENGINEER SHALL BE CONTACTED
FOR DIRECTIONS
7 THE CONTRACTOR(S) SHALL FULLY INFORM THEMSELVES
OF THE GROUND CONDITIONS ON SITE PRIOR TO.
COMMENCEMENT OF THE WORKS AND ADOPT SEEPAGE AND
DRAINAGE CONTROL AND CONSTRUCTION PRACTICES
APPROPRIATE FOR THE SITE CONDITIONS.
8 WHERE ANY FILLING IS CARRIED OUT ON THE SITE AFTER
THE COMPLETION OF THE SITE INVESTIGATION, THE
FOLLOWING REQUIREMENTS SHALL BE FOLLOWED:
. THE SITE SHALL BE STRIPPED OF ALL VEGETATION
PRIOR TO THE PLACEMENT OF ANY FILLING
MATERIAL
. COMPACTION STANDARDS FOR FILLING MATERIAL.
CONTROLLED FILLING
(A) SAND FILLING UP TO 800 DEEP, PLACED IN
MAXIMUM 300mm THICK LAYERS AND
COMPACTED WITH A VIBRATING ROLLER TO
ACHIEVE A MINIMUM DYNAMIC CONE PENETRO-
METER READING OF 7 BLOWS PER 300
PENETRATION (REFER AS 1289 .F3.3)
SAND FILL MAY BE FLOODED IF NECESSARY TO
ACHIEVE THIS COMPACTION STANDARD,
PROVIDED THE WATER CAN SUBSEQUENTLY BE
DRAINED FROM THE SITE.
(B) NON-SAND FILLING UP TO 400 DEEP, PLACED IN
MAXIMUM 150 mm THICK LAYERS AND
COMPACTED WITH A MECHANICAL ROLLER.
CLAY FILL SHALL BE MOIST DURING.
COMPACTION.
(C) CONTROLLED FILLING SHALL CONTINUE FOR AT
LEAST 1 METRE PAST THE EDGE OF THE
FOOTING BEAM AND SHALL BE BATTERED BACK
TO THE ORIGINAL SURFACE WITH A SLOPE OF
NO MORE THAN 1:2 (VERT : HOR).
(D) WHERE THE DEPTH OF FILLING MATERIAL.
EXCEEDS THAT SPECIFIED ABOVE, THE FILLING
MATERIAL SHALL BE COMPACTED
AS FOLLOWS:-
. SAND FILL TO 65% DENSITY INDEX IN
ACCORDANCE WITH AS1289.E6.1
. NON-SAND FILL TO 95% MAXIMUM
DRY DENSITY (STANDARD
COMPACTION) IN ACCORDANCE
WITH AUSTRALIAN STANDARD.
. COMPACTION TESTS SHALL BE
CARRIED OUT ON EACH LAYER AS
THE FILLING |S PLACED. IF THE
COMPACTION STANDARD SPECIFIED
IS NOT ACHIEVED, THEN A "PIER AND.
SLAB" AND "PIER AND BEAM"
FOOTING DESIGN SHALL BE
ADOPTED WITH ALL PIERS FOUNDED
ON THE NATURAL UNDERLYING
MATERIAL
ROLLED FILLING
(A) SAND FILLING UP TO 600 DEEP, PLACED IN
MAXIMUM 300mm THICK LAYERS AND
COMPACTED BY REPEATED ROLLING WITH AN
EXCAVATOR.
(B) | NON-SAND FILING UP TO 300 DEEP, PLACED IN
MAXIMUM 150mm THICK LAYERS AND
COMPACTED BY REPEATED ROLLING WITH AN
EXCAVATOR
(C) WHERE THE DEPTH OF FILLING MATERIAL.
EXCEEDS THAT SPECIFIED ABOVE, THE FILLING
MATERIAL SHALL BE COMPACTED AS.
FOLLOWS:-
. SAND FILL TO 65% DENSITY INDEX IN
ACCORDANCE WITH AS1289.E6.1
. NON-SAND FILL TO 95% MAXIMUM
DRY DENSITY (STANDARD
COMPACTION) IN ACCORDANCE
WITH AUSTRALIAN STANDARD.
. COMPACTION TESTS SHALL BE
CARRIED OUT ON EACH LAYER AS
THE FILLING IS PLACED. IF THE
COMPACTION STANDARD.
SPECIFIED IS NOT ACHIEVED, THEN
A“PIER AND SLAB" AND "PIER AND
BEAM" FOOTING DESIGN SHALL BE
ADOPTED WITH ALL PIERS FOUNDED
ON THE NATURAL UNDERLYING
MATERIAL.
STORMWATER DRAINAGE NOTES
4.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN
WRITING PRIOR TO CARRYING OUT OF THE WORKS
2.ALL LEVELS TO AHD.
3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED
OTHERWISE.
4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE
BEFORE WORK COMMENCES.
5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE
DRAWING.
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE
VERIFIED ON SITE WITH THE REVLEVANT AUTHORITY PRIOR TO.
THE COMMENCEMENT OF WORKS
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE
MAINTAINED TO ENSURE SAFE PASSAGE OF TRAFFIC AND
PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF
THE LOCAL AUTHORITY.
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
CURRENT LOCAL AUTHORITIES SPECIFICATIONS AND
STANDARDS
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL RELEVANT AUTHORITIES AND PAYING ALL FEES NECESSARY
BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A
RESULT OF THE FOOTPATHS AND PRIVATE PROPERTY SHALL BE
REINSTATED TO THEIR ORIGINAL CONDITION.
11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND
DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING
ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE REMOVED.
AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO.
THE LOCAL AUTHORITIES CURRENT SPECIFICATIONS AND OR
STANDARDS
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE
REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY ACT
1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH
THIS ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE
THE REQUIREMENTS OF THIS SPECIFICATION WITH REGARD TO
‘NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE
FULFILLED.
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH
FINISHED SURFACE, AND PIPES SHALL NOT PROJECT INSIDE THE
SHAFT OF THE PIT.
14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE
(MINIMUM SEWER CLASS SNB8) TO AS 14. 1260 OR APPROVED
EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE
50mm EXCEPT WHERE REDUCED COVER IS REQUIRED TO
DISCHARGE TO THE KERB AND CHANNEL.
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3:
PIPES SHALL COMPLY WITH - 1.0% (MIN) GRADE FOR PIPES < 150
DIA. - 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE
CONSTRUCTED WITH 32 MPa
17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE
LAYOUTS.
18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS,
AND PARKING AREAS SHALL BE (i) 75% MINIMUM DENSITY FOR
COHESIONLESS MATERIAL (AS 1289 E5.1) AND (ii) 90% RELATIVE
DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)
LINDSAY CONSULTING 2%
CLI
RPEO 4928
OFF. 20/82 PARKER PTREET, MAROOPYDORE PH 54 792 118
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
GENERAL NOTES
SCALES
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
{Computer File
220917DW.DWG
DRAWING NUMBER SHEET] REV.
22-0917-F1 1]A
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LINDSAY CONSULTING PTY
LTD
[OCR of page images]
PROJECT NOTES (NOTE THAT ALL NOTES MAY NOT APPLY)
FOOTINGS AND SLAB ON GROUND
1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT
CURRENT AUSTRALIAN STANDARD CODES, BUILDING BY-LAWS.
AND THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY.
2. SLAB ON GROUND TO BE POURED ON WATERPROOF
MEMBRANE AND PLACED ON 50mm BEDDING SAND. MEMBRANE.
JOINTS TO BE TAPED.
3 WHERE SAND BED IS REQUIRED UNDER SLAB, THIS SHALL
BE COMPACTED SUFFICIENTLY TO SUPPORT
REINFORCEMENT PLUS 100 kg/CHAIR WITHOUT VERTICAL
DISPLACEMENT EXCEEDING 5mm.
4 REFER ARCHITECT FOR STEPS AND SETOUT OF ALL SLABS.
5. MINIMUM CONCRETE STRENGTHS IN ACCORDANCE WO!TH
AS3600 TO SUIT APPROPRIATE CONCRETE EXPOSURE
CLASSIFICATION
6. MINIMUM LAPS AND SPLICES FOR REINFORCEMENT
(A) SLAB FABRIC - 225 MINIMUM OVERLAP OF
TRANSVERSE BARS AT ALL EDGES
(B) TRENCH MESH - 500 SPLICES IN ALL FOOTING BEAMS.
- LAPS AT INTERSECTIONS AS PER THE DRAWINGS
(C) REINFORCING - 500 SPLICES IN ALL FOOTING BEAMS
BARS - PROVIDE "L" BARS AT ALL BEAM INTER-
SECTIONS WITH 500 LAPS TO EACH LEG
7 REINFORCEMENT LAPS SHALL BE AS FOLLOWS:-
. 12mm 500 mm
. 16mm 700 mm
. 20mm 900 mm
. 24mm 1000 mm
. 28mm 1200 mm
. 32mm, 1400 mm
FOR ALL OTHER REINFORCEMENT SIZES REFER TO
ENGINEER
8. BAR CHAIRS SHALL BE PROVIDED AT SPACING IN
ACCORDANCE WITH THE RELEVANT STANDARD.
9. CURING ON CONCRETE SHALL BE CARRIED OUT IN
ACCORDANCE WITH AS3600
10 ALL CONCRETE SHALL BE MECHANICALLY VIBRATED IN
PLACE.
REINFORCEMENT
1 REINFORCEMENT |S TO BE IN ACCORDANCE WITH THE
AS/NZS4671 AND TO BE FIXED AS SHOWN ON THE DRAWINGS
2 REINFORCEMENT GRADES ARE INDICATED BY THE
FOLLOWING SYMBOLS:
N- HOT ROLLED RIBBED REBAR (500 MPa)
R- HOT ROLLED PLAIN ROUND (250 MPa)
SL- SQUARE MESH
RL- RECTANGULAR MESH
TM - TRENCH MESH
THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE
ABOVE SYMBOL, WHICH INDICATES THE BAR DIAMETER IN
MILLIMETRES
3. COVER TO BE MAINTAINED DURING POURING BY USE OF
PLASTIC TIPPED METAL CHAIRS, PLASTIC CHAIRS AND/OR
MORTAR BLOCKS.
4. COVER SHALL BE AS SPECIFIED ELSEWHERE . CHAIRING.
SHALL BE SPACED SUCH THAT THE FOLLOWING TOLERANCES,
ARE ACHIEVED DURING
CONCRETE POUR :
ABOVE GROUND - +10 mm/-5 mm.
BELOW GROUND - +40 mm/-20 mm
5. UNLESS NOTE D OTHERWISE SPLICES IN REINFORCEMENT
SHALL BE MADE ONLY IN THE POSITION SHOWN. WRITTEN
APPROVAL BY THE STRUCTURAL ENGINEER SHALL BE
OBTAINED FOR ANY OTHER SPLICES.
6. WELDING OF REINFORCEMENT WILL BE PERMITTED.
ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER.
7 REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE
WITH AS3600 EXCEPT WHERE APPROVED BY THE
STRUCTURAL ENGINEER. NO RE-BENDING SHALL BE
PERMITTED UNLESS APPROVED BY THE STRUCTURAL
ENGINEER
8. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN
ITS CORRECT POSITION DURING CONCRETING BY APPROVED
PLASTIC BAR CHAIRS U.N.O.
MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE
600mm FOR FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER,
900mm FOR BARS 16mm AND GREATER.
9. ALL OPENINGS AND RE-ENTRANT CORNERS IN THE
CONCRETE SHALL HAVE 3-N12 BARS x 2000 LONG TOP AND.
BOTTOM, CENTRED DIAGONALLY ACROSS THE CORNER.
10. REINFORCEMENT LAPS SHALL BE AS FOLLOWS:-
. 12mm. 500 mm
. 16mm. 700 mm
. 20mm 900 mm
. 24mm 1000 mm
. 28mm 1200 mm
. 32mm 1400 mm
FOR ALL OTHER REINFORCEMENT SIZES REFER TO.
ENGINEER
CONCRETE
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH
AS3600-2018.
2 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND
USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED.
BY THE ENGINEER.
3. DO NOT SCALE STRUCTURAL DRAWINGS TO OBTAIN
DIMENSIONS.
4 REFER ARCHITECT FOR SETOUT DIMENSIONS.
5. MAXIMUM AGGREGATE SIZE SHALL BE 20 mm
6. THE SLUMP OF THE CONCRETE SHALL BE 80 mm +/- 10 mm.
5. MINIMUM CONCRETE STRENGTHS IN ACCORDANCE WITH.
AS3600 TO SUIT APPROPRIATE CONCRETE EXPOSURE
CLASSIFICATION
6. ALL CONCRETE SHALL BE VIBRATED.
7. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH
AS3600
8. ALL CONCRETE SHALL BE SAMPLED AND TESTED IN
ACCORDANCE WITH AS3600 AND AS1379.
11 THE CONTRACTOR IS TO NOTIFY THE STRUCTURAL
ENGINEER IN WRITING OF ANY ADMIXTURES TO BE USED IN
THE CONCRETE MIX.
NO ADMIXTURES SHALL BE USED WITHOUT WRITTEN
APPROVAL BY THE STRUCTURAL ENGINEER.
12. UNLESS NOTED OTHERWISE ALL FORMED EDGES AND
CORNERS OF CONCRETE MEMBERS SHALL HAVE 20mm
CHAMFERS.
13. DRIP GROOVES ARE TO BE PROVIDED AT ALL EXPOSED
EDGES. COVER TO REINFORCEMENT TO BE MAINTAINED.
14. REINFORCEMENT |S REPRESENTED DIAGRAMMATICALLY
AND NOT NECESSARILY SHOWN IN TRUE PROJECTION.
15. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE
THICKNESS OF APPLIED FINISHES. FALLS TO UPPER
SURFACES OF SLABS TO BE IN ADDITION TO SLAB THICKNESS:
16. BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB
THICKNESS.
17. CAMBER -UNLESS NOTED OTHERWISE ON DRAWINGS,
SLABS SHALL BE GIVEN A POSITIVE UPWARD CAMBER AT
MIDSPAN OF 3MM PER 1000mm SPAN. METHOD OF CAMBERING IS.
TO BE AGREED WITH THE ENGINEER. BEAMS SHALL BE
CAMBERED AS SHOWN ON DRAWINGS (NEGATIVE CAMBER |S
NOT ALLOWED).
18. CALCIUM CHLORIDE |S NOT PERMITTED TO BE USED.
19 EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE
OBTAINED FROM WORKSHOP DRAWINGS PRIOR TO.
SCHEDULING OF REINFORCEMENT, AND ARE NOT TO EXCEED
DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS.
20. DO NOT CUT REINFORCEMENT ON SITE TO CLEAR
PENETRATIONS. DISPLACE REINFORCEMENT SLIGHTLY AS.
NECESSARY.
21. NO CHASES, HOLES GREATER THAN 150mm DIAMETER, OR
EMBEDMENT OF PIPES GREATER THAN 40mm DIAMETER
OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS.
SHALL BE MADE IN THE CONCRETE SLABS. FOR ALL OTHER
CONCRETE MEMBERS NO PENETRATIONS, CHASES OR
EMBEDMENTS SHALL BE MADE WITHOUT PRIOR APPROVAL BY
THE STRUCTURAL ENGINEER.
22. CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE
SPACED AT MAXIMUM DISTANCE POSSIBLE AND UNDER NO.
CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE
THE LARGER CONDUIT DIAMETER FROM PARALLEL
REINFORCEMENT OR ANY OTHER CONDUIT.
23. ALL SAW JOINTS SHALL BE CARRIED OUT WITHIN 8 HRS OF
POURING OF SLABS USING A "SOFT CUT" SAW OR SIMILAR.
THE TIME SHALL BE REDUCED TO 4 HRS WHERE THE AIR
TEMPERATURE EXCEEDS 32 DEGREES ON THE DAY OF THE POUR
REINFORCED MASONRY
1 ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE
REQUIREMENTS OF AS4456.4 & 10, F'UC= 15 MPA.
UNIT UNIT REIN. MORTAR SALT DURABILTY OF
LOCATION STRENGTH COVER TYPE RESIST. BUILT IN COMP.
BELOWDPC 15 30 M4 EXPOSED RA
EXTERNAL
ABOVE DPC. 15 30 M3“ EXPOSED R3,
INTERNAL
ABOVE DPC 15 15 M3 PROTECTED RB
2 MORTAR SHALL COMFORM TO THE REQUIREMENTS OF
AS3700.
3. GROUT SHALL BE CONCRETE WITH CHARACTERISTIC.
STRENGTH AT 28 DAYS (F'C) OF 25 MPA AND A SLUMP OF 250 MM
WITH A POURABLE CONSISTENCY.
4 MAXIMUM AGGREGATE SIZE SHALL BE 6 MM.
5. CONTRACTOR SHALL ACCURATELY POSITION VERTICAL
REINFORCEMENT TO PROVIDE THE COVER INDICATED ON
THE DRAWINGS, OTHERWISE THERE SHALL BE A MINIMUM
OF 5 MM COVER OF GROUT AROUND ALL REINFORCEMENT.
6. SECURE VERTICAL BARS IN POSITION PRIOR TO PLACING
CONCRETE OR GROUT.
7. ALL CONCRETE BLOCKS SHALL BE LAID WITH FACE SHELL
BEDDING REBATED FLUSH ENDED BLOCKS SHALL BE LAID
WITH ALTERNATE COURSES INVERTED TO PROVIDE
COVER TO HORIZONTAL REINFORCEMENT WHICH SHALL BE.
SUPPORTED 20 MM CLEAR OF WEBS. NO MORTAR FINS SHALL
PROTUDE INTO THE GROUT SPACE
8. CLEAROUTS SHALL BE PROVIDED FOR EACH POUR BY USE
OF PROPRIETARY CLEAN OUT BLOCKS OR UNFILLED
MORTAR JOINTS AT THE BOTTOM OF EACH SECTION TO BE
GROUTED. DURING THE WORK, MORTAR FINS AND ANY OTHER
MATERIAL SHALL BE REMOVED FROM THE GROUT SPACE. THE
CLEAROUT SHALL BE SEALED AFTER = INSPECTION AND.
BEFORE GROUTING.
9. BLOCKWORK SHALL CURE AT LEAST THREE DAYS TO GAIN
STRENGTH BEFORE POURING GROUT.
10. GROUT SHALL BE PLACED BY PUMPING OR BY ANOTHER
APPROVED METHOD AND SHALL BE PLACED BEFORE ANY
INITIAL SET OCCURS AND IN NO CASE MORE THAN 1-1/2. HOURS.
AFTER WATER IS ADDED.
1 GROUTING SHALL BE DONE IN A CONTINUOUS POUR IN
LIFTS NOT EXCEEDING 1800 MM.
12. AFTER A WAITING PERIOD SUFFICIENT TO PERMIT THE
GROUT TO BECOME PLASTIC BUT BEFORE IT HAS TAKEN ANY
SET, THE SUCCEEDING LIFT SHALL BE POURED AND
VIBRATED WITH THE VIBRATOR EXTENDING 450 mm INTO THE
PRECEDING LIFT.
13. THE TOP LIFT SHALL BE RECONSOLIDATED AFTER A
WAITING PERIOD AND ANY SPACE LEFT BY SHRINKAGE SHALL
BE REFILLED WITH GROUT.
14. ALL REINFORCING BARS SHALL BE GRADE N CONFORMING.
WITH THE REQUIREMENTS OF AS1302
15. WORKMANSHIP INVOLVED IN PLACING CONCRETE
MASONRY UNITS SHALL COMPLY WITH AS3700.
CHEMICAL AND MECHANICAL
ANCHORS
1. "“CHEMSET" DENOTES RAMSET GRADE 5.8 HOT DIPPED
GALV. STUDS FIXED WITH RAMSET CHEMSET REO 502 WITH
THE FOLLOWING MINIMUM EMBEDMENTS:
M12 CHEMSETS - 110mm EMBEDMENT U.N.O.
M16 CHEMSETS - 125mm EMBEDMENT U.N.O
M20 CHEMSETS - 150mm EMBEDMENT U.N.O
M24 CHEMSETS - 160mm EMBEDMENT U.N.O.
2. "CHEMSET MAXIMA CAPSULES" DENOTES RAMSET
CHEMSET MAXIMA SPIN CAPSULES WITH STUDS AND.
EMBEDMENTS AS DEFINED IN NOTE 1
3. "“TRUBOLTS" DENOTES RAMSET TRUBOLT HOT DIPPED.
GALV. STUD ANCHORS WITH THE FOLLOWING MINIMUM
EMBEDMENTS:
. M12 TRUBOLTS - 80mm EMBEDMENT U.N.O.
. M16 TRUBOLTS - 110mm EMBEDMENT U.N.O.
. M20 TRUBOLTS - 135mm EMBEDMENT U.N.O.
4. "CHEMSET 101 ANCHORS" DENOTES RAMSET GRADE 5.8
HOT DIPPED GALV. STUDS, FIXED WITH AN EFFECTIVEDEPTH
OF 64mm INTO EXTRUDED BRICK OR HOLLOW CONCRETE
BLOCK, USING THE MANUFACTURER'S LEEVES/SIEVES AND
RAMSET CHEMSET INJECTION 101
5 ALL ANCHORS ARE TO BE FIXED IN ACCORDANCE
WITH THE MANUFACTURER'S WRITTEN
RECOMMENDATIONS.
6 REINFORCEMENT BARS FIXED INTO CONCRETE USING.
RAMSET CHEMSET REO 502 EPOXY ARE TO HAVE THE
FOLLOWING MINIMUM EMBEDMENTS:
N12 (500 MPa) BARS - 110mm EMBEDMENT U.N.O.
N16 (500 MPa) BARS - 125mm EMBEDMENT U.N.O.
N20 (500 MPa) BARS - 175mm EMBEDMENT U.N.O.
N24 (500 MPa) BARS - 400mm EMBEDMENT U.N.O.
N GRADE BAR DIAMETERS GREATER THAN THE ABOVE ARE
TO BE REFERRED TO THE STRUCTURAL ENGINEER FOR
ASSESSMENT.
MINIMUM EDGE DISTANCE FOR ALL EPOXY BARS TO BE
150mm.
LINDSAY CONSULTING 2%
CLI
RPEO 4928
OFF. 20/82 PARKER MTREET, MAROOPAYDORE PH 54 792 18
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
GENERAL NOTES
SCALES
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
{Computer File
2209170W.DWG
DRAWING NUMBER SHEET] REV.
22-0917-F2 2/A
Page 3
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
LINDSAY CONSULTING 2%
Structural
SITE OVERVIEW
35
OBUP3140
33
OBUP3179 2
y
%o
%
ZB
Ly
x
‘PD
%
Ls
31 KXevzy
OBUP2770 KOSS SO,
SSSR
KL
RSC
RSS ELG
RELLY
POSSESS
ERK
NOT TO SCALE PLAN BASED OFF COUNCIL
MAPPING. PURPOSE OF PLAN IS TO INDICATE
THAT THE EXISTING & PROPOSED DRIVEWAY TO
NO.33 LOT OBUP3179 IS ON A BEND IN TRANSITION
FROM EDGAR BENNETT AVENUE TO PICNIC POINT
CRESCENT RATHER THAN AN INTERSECTION.
THEREFORE DRIVEWAY LOCATION CONFORMS
WITH RS-049
29
OSP264820
36
OBUP 104990
DARK SOLID LINE INDICATES
APPROX LINE OF ROAD WAY
BASED OFF COUNCIL
MAPPING
30
OBUP8920
ED
GAR BENNETT AVENUE
34
OBUP101786
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
SITE OVERVIEW
SCALES
NOT TO SCALE
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
21/01/22
ORIGINAL ISSUE
>
{Computer File
2209170W.DWG
SHEET] REV.
22-0917-F3
Page 4
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
MULTI UNIT COMPLEX
3 UNITS
4 4
Existing <2 4
concrete
driveway 4 4
7
4
A
Existing damaged driveway
crossover to be removed and
re-instated with turf
LINDSAY CONSULTING 2%
CLI
RPEO 4928
DRIVEWAY AS PER IPWEAQ RS-049 VERSION E DATED 01/19 -
TABLE - TYPE 6 DRIVEWAY
(SPECIAL CONDITION 7m APART NOT APPLICABLE DUE TO
MULTI UNIT COMPLEX RATHER THAN DUPLEX)
be
New let
cut back
r
ut back concrete
location of proposed
rid\drakin
aoe in
xjsting
bin enclosur
Existing Kerb adaptor to be removed and is
not in use for dwelling. Dwelling stormwater
discharge is via alternative lawful point of
discharge
New concrete or permeable driv
council specifications
isting Water Meter to remain
eway to
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
PROPOSED WORKS
Protect your
PERSONAL
INTERESTS.
HE
EYES
EARS
BODY
HANDS
FEET
SCALES
NOT TO SCALE
SURVEY DATUM
WARNING
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
PROPOSED WORKS
LINDSAY CONSULTING P/L WAS NOT SUPPLIED WITH A
New deck to house
rubbish bins with
timber fence screen
Existing Watering
system to remain
CURRENT CONTOUR SURVEY PLAN.
NOTE
THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED)
DRAWINGS WILL NOT BE ISSUED
ASSOCIATED CONSULTANTS
It is the responsibility of the
Foreman to contact the
relevant service authorities to
ascertain the exact location of
services prior to construction.
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
DIAL BEFORE
YOU DIG
{Computer File
2209170W.DWG
www.1100.com.au
S
DRAWING NUMBER SHEET] REV.
22-0917-F4 4IA
Page 5
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
GENERAL NOTES (SOME MAY NOT APPLY)
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS. 2, BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER,
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!
4, CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS28690, THE (INCLUDING
THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
6, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
7, ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
40.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
11, ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMAS
THE CURRENT MANU, INTROL DEVICES(M.U.T.CD). EXISTING LINE
MARKING SHALL BE REMOVED BY GRINDING NOT”BLACKING OUT”. COUNCIL DOES NOT
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
APPLICABLE
EXISTING CARPORT
MULTI UNIT COMPLEX = [> ~~~
3 UNITS |
|
|
&
xB
os
Ss
©
9
Existing Pavement
RL 51.511
RL 51.3604
CONCRETOR TO DETERMINE SUITABLE SAW
CUT/KEY JOINT LOCATIONS
New Kerb adaptor as per RS061
Service driveway water only
Existi
cross
INCLUD.
. Existing
RL 51.574
ing damaged driveway
‘over to be removed and
re-instated with turf
DRIVEWAY CONSTRUCTION
ING CROSS OVER AND
PROFILE IN ACCORDANCE WITH
RS-049 & RS050
RL 52.150
PROPOSED DRIVEWAY
Existing Watering
system to remain
New deck to house
rubbish bins with
timber fence screen
LINDSAY CONSULTING P/L WAS NOT SUPPLIED WITH A
CURRENT CONTOUR SURVEY PLA\
N.
NOTE:
1. All appropriate permits must be obtained from relevant council, specifying crossing type,
construction material \ uurface finishes and dimer prior to any excavation
2. Alternative materials fo her than reinforced concrete, refer to relevant council
for approval.
3. Crossing to be constructed square to the street alignment, wholly contained within the site
frontage from invert of channel to property boundary.
s to be constructed per allotment unless otherwise approved by relevant Council
¢ impact on available street parking, consideration is to be given to visitor's and
neighbouring property's parking needs when selecting a crossing loi
6. Crossing located clear of existing gully pits. where this cannot be achieved, the gully pit
and pipework may be relocated at the property owner's expense, subject to approval of the
struction,
located clear of all service authority's fittings, manholes and pits. Subject to
ouncil approval, where this cannot be achieved, existing service pits are to be
contained within the area of new driveway, pit surface to match approved driveway finished
levels.
8. Kerb adaptors and associated roofwater drainage to be located clear of vehicular crossings
9. Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway
access.
10. For water sensitive urban design verges, the vehicular crossing is subject to relevant council
design and approval
11. “Driveways must achieve a high point of 250mm above invert of kerb to ensure stormwater is
contained within the road reserve as per requirement of Q.U.D.M. (Queensland Urban Drainage
manual). This constraint may be varied upon the approval of the relevant Council
Council may approve a rising grade of 1:6 max or falling grade
Longitudinal grades along property boundary must allow for free drainage and
pedestrian safety
13. Path zone width may vary to match existing concrete pathways and verge profiles.
Path earthworks adjoining concrete must be well compacted
14, Earthworks cut and fill batters from edge of driveway or path to natural surface to be
maximum grade at 1 in 10 and fully turfed prior to council inspection,
15. Existing path to be longitudinally transitioned to new driveway at a maximum grade of 1 in 10.
1 Plain concrete surf to be heavy broom finished.
17. Decorative surfaces are subject to relevant council approval, where approved, to have a Smm
max depth variation in the finished surface profile. All finished surfaces of driveways are to
comply with the requirements of AS/NZS 3661.1 slip resistance of pedestrian surfaces.
Exp aggr finish subject to relevant council approval due to environmental reasons.
18. Expansion joints ye 10mm thick full depth cl cell cross linked polyethylene foam (85 —
150 kg/m), or 8.5mm thick bitumen impregnated compressed granulated corkboard, installation
to manufacturers’ instructions. Seal surface of joint with a suitable polyurethane sealant,
ete surface tolerance to be, +3™over 3 metre sections.
ete to be minimum grade N32 in accordance wit!
S 1379 and AS 3600.
), concrete code.
p and edge cover, lap fabric 250.
control joints are to be sealed with a low modulus self priming sealant to the manufacturers
specification. refer RS—065.
24, Formwork and reinforcement shall be in place and inspected and approved by the relevant
council prior to placement of concrete.
26. Drawing to be read in conjunction with RS-049.
27. Cross fall of existing pavement adjacent to the driveway to be checked. If cross fall exceeds
relevant Council will decide if driveway needs to be re~ d to ensure satisfactory
clearance for vehicles.
28. All dimensions are in millimetres unless shown otherwise,
LINDSAY CONSULTING 2%
CLI
RPEO 4928
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
PROPOSED DRIVEWAY
isting Water Meter to remain
New concrete or permeable driveway to
council specifications
Protect your
PERSONAL
DRIVEWAY AS PER IPWEAQ RS-049 INTERESTS.
VERSION E DATED 01/19 - TABLE - TYPE 6 eves
DRIVEWAY EARS
(SPECIAL CONDITION 7m APART NOT poy
APPLICABLE DUE TO MULTI UNIT HANDS
IMPLEX RATHER THAN DUPLEX)
FEET
SCALES
NOT TO SCALE
SURVEY DATUM
WARNING
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
\ NOTE
THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
DRAWINGS WILL NOT BE ISSUED
It is the responsibility of the
Foreman to contact the
relevant service authorities to
ascertain the exact location of
services prior to construction.
DIAL BEFORE |
YOU DIG
www.1100.com.au
ASSOCIATED CONSULTANTS
REVISION LIST
A | ORIGINAL ISSUE 21/01/22
8
(Computer File
2209170W.DWG
DRAWING NUMBER SHEET] REV.
22-0917-F5 5|A
Page 6
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
VERTICAL SIMULATION HAS BEEN
PERFORMED BY AUTOTURN PRO AND NO
CONFLICTS WERE TRIGGERED OVER THE
LONG SECTION FOR A B99 VEHICLE
Kerb Invert
DATUM RL = 47.000
Boundary
It is the responsibility of the
Foreman to contact the
relevant service authorities to
ascertain the exact location of
services prior to construction.
Proposed 150 wide trafficable
grated drain to kerb via kerb
adaptors
t—— Existing Services. Location and depths to
be confirmed onsite prior to construction.
Builder to ensure adequate cover is
achieved
FINISHED SURFACE LEVEL m 8 g g a
EXISTING SURFACELEVEL/ 8 § & & &
CUT / FILL DEPTH 8 g 3 = S
CONTROL LINE CHAINAGE 3 3 8 8
LONGITUDINAL SECTION 1
DIAL BEFORE
YOU DIG
www.1100.com.au LINDSAY CONSULTING "
CStructural & Avjl Engineers)
Protect your Z RPEQ 4928
PERSON. A WARNING aaa fA oont PH si 792 ite
INTERESTS. THE CONTRACTOR SHALL CONFIRM THE THIS DRAWING REMAINSAHE PROPERTY OF
Mf ea reRDR 70 eee hr RLUGG LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
EYES WATER MAINS, SEWER MAINS, GAS MAINS, MAY BE USED IN PART OR WHOLE WITHOUT
EARS TELECOMMUNICATIONS CABLES, ELECTRICAL PRIOR EXPRESS WRITTEN CONSENT OF
BODY CABLES, AND STORMWATER PIPES. ANY LINDSAY CONSULTING PTY LTD
HANDS DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE. CLIENT AND PROJECT DESCRIPTION
Feet NOTE ANDREW GENTNER
THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
DRAWINGS WILL NOT BE ISSUED
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
LONGSECTION 1
SCALES
0 { 2 3 4m
ee
Orig, 1:100
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
{Computer File
2209170W.DWG
DRAWING NUMBER SHEET] REV.
22-0917-F6 6A
Page 7
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
VERTICAL SIMULATION HAS BEEN
PERFORMED BY AUTOTURN PRO AND NO
CONFLICTS WERE TRIGGERED OVER THE
LONG SECTION FOR A B99 VEHICLE 5)
&
|
2 |
e
NS ~~ __|
DATUM RL = 47.000
FINISHED SURFACELEVEL; § 8 §| § 5
EXISTING SURFACE LEVEL/ §/ § § & i
CUT / FILL DEPTH s} g 3 8 8
CONTROL LINE CHAINAGE gs gf eg 8
LONGITUDINAL SECTION 2
Foreman to contact the
It is the responsibility of the
relevant service authorities to
ascertain the exact location of
services prior to construction.
Proposed 150 wide trafficable
grated drain to kerb via kerb
adaptors
| -——— Existing Services. Location and depths to
be confirmed onsite prior to construction.
Builder to ensure adequate cover is
achieved
DIAL BEFORE
YOU DIG
www.1100.com.au
Protect your
PERSONAL
INTERESTS.
HANDS
WARNING
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
LINDSAY CONSULTING 2%
Gtructural & Avjl Engineers)
y RPEO 4928
DFE. 26/82 PARKER #TREET, MAROOAYDORE PH Si 792 118
THIS DRAWING REMAINSAHE 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
NOTE
THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED)
DRAWINGS WILL NOT BE ISSUED
CLIENT AND PROJECT DESCRIPTION
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
LONG SECTION 2
SCALES
0 i 2 3 4m
ee
Orig, 1:100
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
{Computer File
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DRAWING NUMBER SHEET] REV.
22-0917-F7 T/A
Page 8
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
LINDSAY CONSULTING 2%
CLI
RPEO 4928
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
—j----1—-+j----L , NOOSA HEADS
DRAWING TITLE
SWEEP PATHS
MULTI UNIT COMPLEX
3 UNITS
| Ce |
(S
|_ UA) SOOS eGHAG
pyyatesao SCALES
NOT TO SCALE
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
SWEEP PATH 1
{Computer Fi
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DRAWING NUMBER SHEET] REV.
22-0917-F8 8/A
Page 9
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
MULTI UNIT COMPLEX
3 UNITS
(NY
|
EXISTING CARPORT |
SWEEP PATH 2
LINDSAY CONSULTING 2%
CLI
RPEO 4928
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
SWEEP PATHS
SCALES
NOT TO SCALE
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
{Computer File
2209170W.DWG
DRAWING NUMBER SHEET] REV.
22-0917-F10 10) A
Page 10
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
MULTI UNIT COMPLEX
3 UNITS
LINDSAY CONSULTING 2%
CLI
RPEO 4928
THIS DRAWING REMAINSAHE 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
ANDREW GENTNER
PROPOSED DRIVEWAY RENO
NO.31 PICTURE POINT CRES
NOOSA HEADS
DRAWING TITLE
SWEEP PATHS
SS
M_UA) SOOS ednAGUy
SS
Te
SCALES
NOT TO SCALE
SURVEY DATUM
PAVEMENT MARKING
VISITOR CAR PARKING ASSOSCIATED
WITH EACH VIA SIGNAGE AND/OR
SWEEP PATH - EXISTING CARPORT
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 21/01/22
{Computer File
2209170W.DWG
DRAWING NUMBER SHEET] REV.
22-0917-F10 10) A