Engineering Plans

LINDSAY 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

 

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ORIGINAL ISSUE 21/01/22

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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