200

100

5010

0mm

300

mm

ScaleProject No. Drawing No. Sheet. No.

Project

Sheet

Revision

Original Sheet Size A1 [841x594] Plot Date

Drawn Approved Revision DateDesigned

Brisbane Creek St. OfficePO Box 99

+ 61 7 3007 8181

Spring Hill QLD 4004Australia

MACKAY RETAIL EXPANSION85 SYDNEY STREET, MACKAY QLD 4740

GENERAL NOTES

BC_N-B1123.01 C1002 AN-B1123.01 -

PRELIMINARY

RAD JDC RADRAD

Approved Revision DateRevision Amendment

A PRELIMINARY ISSUE JDC 07.07.15

GENERAL REINFORCED CONCRETE

1. ORIGINAL SITE SURVEY PREPARED BY: WHITSUNDAY SURVEYS GROUP

DATUMS USED: AHD

VERT: PM 60575 RL 5.404

ORIGIN:

CONTOUR INTERVAL: 0.2m

REAL PROPERTY DESCRIPTION:

LOT 2 & 3 ON RP718763, LOT 1 ON RP707142 AND LOT 71 ON M918

2. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE

PRIOR TO COMMENCEMENT OF WORK.

3. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH

THEIR ACCURACY CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING

SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES

SHALL BE REPORTED TO THE SUPERINTENDENT.

4. THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT BY A LICENSED

LAND SURVEYOR. CONFIRM SETOUT WITH ARCHITECT.

5. ALL SERVICE TRENCHES UNDER VEHICULAR PAVEMENTS SHALL BE

BACKFILLED WITH APPROVED FILL MATERIAL AND COMPACTED TO 100%

STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 E1.1.

6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL

BE RESTORED TO ORIGINAL, INCLUDING KERBS, FOOTPATHS, CONCRETE

AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS.

7. WHERE NEW WORK ABUTS EXISTING, THE CONTRACTOR SHALL ENSURE THAT

A SMOOTH EVEN PROFILE FREE FROM ABRUPT CHANGES, IS OBTAINED.

8. CARE TO BE TAKEN WHEN EXCAVATING ENERGEX, TELSTRA AND ORIGIN GAS

SERVICES. NO MECHANICAL EXCAVATION TO BE UNDERTAKEN OVER

ENERGEX, TELSTRA AND ORIGIN GAS; HAND EXCAVATE IN THESE AREAS.

LIAISE WITH RELEVANT AUTHORITY.

9. ALL WORKS SHALL BE IN ACCORDANCE WITH RELEVANT COUNCIL STANDARDS,

DETAILS SHOWN ON THE DRAWINGS, THE SPECIFICATION AND THE

DIRECTIONS OF THE ARCHITECT.

10. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING SURVEY BENCH MARKS

OR REFERENCE MARKS (UNLESS INDICATED FOR REMOVAL) WITHOUT DEPT.

OF NATURAL RESOURCES APPROVAL IN WRITING.

11. THE CONTRACTOR SHALL OBTAIN ALL RELEVANT AUTHORITIES APPROVALS.

(PRIOR TO COMMENCEMENT AND UPON COMPLETION).

12. WORK ON EXISTING EXTERNAL STORMWATER SERVICES BY CONTRACTOR

ARE SUBJECT TO INSPECTION AND APPROVAL BY COUNCIL.

13. THE CONTRACTOR SHALL LOCATE AND CONFIRM LEVELS OF ALL EXISTING

SERVICE CONNECTIONS PRIOR TO COMMENCING WORK.

14. THE CONTRACTOR SHALL REFER TO LANDSCAPE DRAWINGS FOR DETAILS OF

TREATMENT OF BATTERS, SWALE DRAINS AND ANY OTHER AREAS DISTURBED

AS PART OF CIVIL WORKS.

15. ROAD OPENINGS:

THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF

COUNCIL. WHERE THE WORK IS LOCATED IN A ROAD RESERVE OR CROSSES

THE PAVEMENT OF A PUBLIC ROADWAY OR FOOTWAY, OBTAIN A CONSENT

COVERING THE NECESSARY OPENINGS AND COMPLY WITH ALL THE

CONDITIONS COVERING THE ISSUE OF SUCH A CONSENT. A CHARGE IS MADE

FOR PERMITS ISSUED IN RESPECT OF PAVEMENT OPENINGS. CONTRACTOR TO

OBTAIN DETAILS FROM COUNCIL, MEET ALL REQUIREMENTS AND PAYMENTS,

AND CARRY OUT ALL LIAISON AT NO EXTRA COST. ALL PAVEMENT SURFACING

IS TO BE UNDERTAKEN BY THE CONTRACTOR. ALL PAVEMENT REINSTATEMENT

TO BE UNDERTAKEN BY THE CONTRACTOR.

16. REFER ALSO TO HYDRAULIC, LANDSCAPING, MECHANICAL AND ELECTRICAL

CONSULTANTS' DRAWINGS FOR ADDITIONAL SITE SERVICES TO BE

CO-ORDINATED FOR CONSTRUCTION UNDER PROPOSED CARPARK

PAVEMENTS.

17. ALL CONSTRUCTION WORK SHALL BE CARRIED OUT SO THAT AT ANY TIME

ADJOINING PROPERTY OWNERS ARE NOT DEPRIVED OF AN ALL-WEATHER

ACCESS OR SUBJECTED TO ADDITIONAL STORM WATER RUN-OFF DURING THE

PERIOD OF CONSTRUCTION.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO

COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE

CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF THE SUBDIVISION AND

DEVELOPMENT MANAGER OF COUNCIL.

19. SITE INSPECTIONS REQUIRED AS SPECIFIED.

20. FOR CIVIL SETOUT INFORMATION CONTACT OPUS PTY LTD (PH 3007 8181) AND

AN AUTOCAD DRAWING FILE WILL BE ISSUED FOR SITE SETOUT.

21. CONTRACTOR IS TO ALLOW TO INCLUDE ANY REQUIRED COUNCIL INSPECTION

AND COMPLIANCE FEES IN THE CONTRACT.

GENERAL

1. CARRY OUT ALL CONCRETE WORK IN ACCORDANCE WITH AS 3600 AND THE

SPECIFICATION. KEEP A COPY OF THE DOCUMENTS ON SITE.

2. VERIFY ALL SETTING OUT DIMENSIONS WITH THE SUPERINTENDANT AND/OR

THE SURVEYOR.

3. DO NOT OBTAIN DIMENSIONS BY SCALING THE DRAWINGS.

CONCRETE

4. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS 3600 CURRENT

EDITIONS WITH AMENDMENTS, EXCEPT WHERE VARIED BY THE CONTRACT

DOCUMENTS.

5. CONCRETE CHARACTERISTICS:

6. NO 'BRECCIA' TYPE AGGREGATE IS TO BE USED.

7. CEMENT TO BE TYPE SL TO AS 3972 U.N.O. MAX CONCRETE SHRINKAGE TO BE

600 MICRON TO AS1012.

8. NO ADMIXTURES ARE TO BE USED WITHOUT THE APPROVAL OF THE

ENGINEERS.

9. A VIBRATOR IS TO BE USED FOR THE COMPACTION OF ALL CONCRETE.

10. ALL CONCRETE PLACEMENT TO UTILISE ASPHALTIC ALCOHOL APPLIED TO THE

CONCRETE AFTER THE INITIAL SCREED CONCRETE SHALL BE CURED IN

ACCORDANCE WITH AS 3600 FOR A MINIMUM OF 7 DAYS AFTER POURING,

UTILISING AN APPROVED, NON-OIL BASED CURING COMPOUND OR THE

COVERING OF THE ENTIRE SLAB WITH A CLEAR PLASTIC SHEET.

11. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED TO THE

APPROVAL OF THE ENGINEERS.

12. ALL CONCRETE SHALL BE SUBJECT TO PROJECT CONTROL SAMPLE AND

TESTING TO AS 3600.

13. THE CONTRACTOR MAY ADD AN APPROVED SUPERPLASTICISING ADMIXTURE

TO INCREASE SLUMP OF PAVEMENT CONCRETE TO NOT MORE THAN 100mm.

QUALITY AND MIXING PROCEDURE TO BE IN ACCORDANCE WITH THE

MANUFACTURERS WRITTEN INSTRUCTIONS.

14. SLIP JOINTS TO BE USED ON ALL LOAD-BEARING MASONRY WALLS. USE 2

LAYERS OF GALVANISED FLAT STEEL WITH GRAPHITE GREASE BETWEEN.

FINISHING

15. THE CONCRETE SHALL BE SCREEDED TO THE REQUIRED CROSS SECTION

PROFILE, FREE OF DEPRESSIONS AND HIGH AREAS TO SATISFY THE

REQUIREMENTS OF AN INITIAL FINISH.

16. FINAL FINISHING SHALL COMMENCE ONLY AS SOON AS THE WATER SHEEN

HAS LEFT THE PAVEMENT SURFACE AND NOT IN ANY AREA WHERE THERE IS

FREE SURFACE WATER. REFER ARCHITECTURAL SPECIFICATIONS FOR

FINISHES TO SURFACES.

REINFORCEMENT

17. COVER TO REINFORCEMENT FOR CORROSION PROTECTION SHALL BE AS

DETAILED OR AS A MINIMUM 40mm TO TOP REINFORCEMENT, 50mm TO

BOTTOM REINFORCEMENT.

18. PIPES OR CONDUITS SHALL NOT BE PLACED WITHIN THE COVER TO

REINFORCEMENT.

19. REINFORCEMENT QUALITY

19.1 BAR REINFORCEMENT

ALL BARS TO BE "N" UNLESS NOTED OTHERWISE THE NUMBER FOLLOWING

THE SYMBOL IS THE NOMINAL BAR SIZE IN mm. FOR EXAMPLE, N16 DENOTES A

DEFORMED RIBBED BAR, OF GRADE 500MPa NORMAL DUCTILE STEEL, WITH A

NOMINAL 16mm DIAMETER.

*NOTE: Y BARS MAY BE REPLACED WITH N BARS OF SAME SIZE.

19.2 MESH REINFORCEMENT

THE NUMBERS FOLLOWING THE SYMBOL DENOTE THE PRODUCT CODE. FOR

EXAMPLE, SL92 DENOTES A SQUARE MESH OF 9mm (NOMINAL DIAMETER)

DEFORMED RIBBED BARS AT 200mm CENTRES, OF GRADE 500MPa LOW

DUCTILITY STEEL.

*NOTE: F MESH MAY BE REPLACED WITH RL OR SL MESH OF THE SAME

CONFIGURATION.

20. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY; IT IS NOT

NECESSARILY SHOWN IN TRUE PROJECTION.

21. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITION SHOWN.

THE WRITTEN APPROVAL OF THE ENGINEER SHALL BE OBTAINED FOR ANY

OTHER SPLICE.

22. WELDING OF REINFORCEMENT WILL BE PERMITTED ONLY AFTER APPROVAL BY

THE ENGINEER.

23. SITE BENDING OF Y OR N BARS SHALL BE DONE COLD WITH POWER OR

MECHANICAL BENDING TOOLS.

24. FABRIC LAPS

25. FABRIC TO EXTEND 70 WITH A CROSSWIRE ONTO WALLS UNLESS NOTED

OTHERWISE.

1. WHERE NOMINATED, JOINTS TO BE SAWN AS SOON AS CONCRETE HAS

HARDENED SUFFICIENTLY THAT IT WILL NOT BE DAMAGED BY SAWING. IF AN

UNPLANNED CRACK OCCURS THE CONTRACTOR SHALL REPLACE WHOLE

SLABS EITHER SIDE OF THE UNPLANNED CRACK, UNLESS DIRECTED

OTHERWISE.

2. a) PROVIDE JOINTS AS DETAILED

b) ALL LONGITUDINAL JOINTS SHALL BE FORMED AND INCLUDE TIE BARS OR

DIAMOND DOWELS AS SPECIFIED. ALL TRANSVERSE CONSTRUCTION

JOINTS SHALL BE FORMED AND INCLUDE PLATES OR DIAMOND DOWELS AS

SPECIFIED.

c) UNO BOND BREAKER TO BE PROPRIETARY DANLEY PLATE AND DIAMOND

DOWEL COVERS.

3. DOWELS, PLATES AND TIE BARS SHALL BE:

STRAIGHT

TO LENGTH SPECIFIED

CLEAN AND FREE FROM MILL SCALE, RUST AND OIL

SAWN TO LENGTH NOT CROPPED

HOT DIPPED GALVANISED AFTER SAWING TO LENGTH

4. DIMENSIONS OF SEALANT RESERVOIR DEPENDANT ON THE SEALANT TYPE

ADOPTED. ENGINEERS APPROVAL TO BE OBTAINED FOR SEALANT AND

RESERVOIR DIMENSIONS AND DETAIL PROPOSED BY THE CONTRACTOR.

REFER TO DETAILS FOR TYPICAL ARRANGEMENT AND SEALANT.

5. PRIOR TO THE PLACEMENT OF CONCRETE IN THE ADJACENT SLAB, SELF 10mm

ABELFLEX WITH RIPOFF STRIP SHALL BE ADHERED TO THE ALREADY CAST

AND CLEANED CONCRETE FACE USING AN APPROVED WATERPROOF

ADHESIVE. ADHESIVE SHALL BE LIBERALLY APPLIED TO THE FULL FACE OF

THE CONCRETE SLAB TO BE COVERED BY THE FILLER, AND ON THE FULL FACE

OF THE FILLER TO BE ADHERED.

6. REFER TO EARTHWORKS NOTES FOR PREPARATION OF SUB-BASE AND

SUB-GRADE.

7. CONTRACTION, LONGITUDINAL, ISOLATION AND CONSTRUCTION JOINTS SHALL

BE LOCATED AS SPECIFIED.

8. SAWCUTTING SHALL COMMENCE AS EARLY AS POSSIBLE UTILISING SOFTCUT

TO AVOID UNCONTROLLED SHRINKAGE CRACKING, BUT NOT SO EARLY AS TO

CAUSE UNACCEPTABLE RAVELING OF JOINT EDGES. PROGRAM SITE AND TIME

OF CONCRETE POURS TO PERMIT SAWING TO BE CARRIED OUT WITHOUT

CAUSING NOISE POLLUTION.

9. CONCURRENTLY WITH THE SAWING OPERATIONS THE SAWN GROOVE SHALL

BE WASHED FREE OF MATERIAL.

10. SAWN GROOVES FORMING THE RESERVOIR FOR A JOINT SEALANT SHALL BE

FORMED IN TWO STAGES. THE SECOND SAWCUT SHALL BE MADE AS LATE AS

POSSIBLE.

CONCRETE PAVEMENT JOINT

DANLEY DOWEL JOINT

1. WHERE NOMINATED THE CONTRACTOR IS TO ALLOW FOR ALL COMPONENTS

OF DANLEY DOWEL JOINT SYSTEM INCLUDING TEMPLATES & PEGGING TO

ENSURE THAT ALL DOWEL BARS REMAIN IN THE CORRECT ALIGNMENT &

POSITION REFER DETAILS.

ASPHALTIC CONCRETE

GENERAL

1. ASPHALTIC CONCRETE MIX DESIGN, MANUFACTURE, PLACING AND

COMPACTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR AC10

MIX AND AS 2734 - 1984 ASPHALT (HOT MIXED) PAVING - A GUIDE TO GOOD

PRACTICE. MINERAL FILLER TO COMPLY WITH AS 2357-1980 MINERAL FILLERS

FOR ASPHALT.

PAVEMENT PREPARATION

2. THE EXISTING SURFACE TO BE SEALED SHALL BE DRY AND BROOMED BEFORE

COMMENCEMENT OF WORK TO ENSURE COMPLETE REMOVAL OF ALL

SUPERFICIAL FOREIGN MATTER.

3. ALL DEPRESSIONS OR UNEVEN AREAS ARE TO BE TACK-COATED AND

BROUGHT UP TO GENERAL LEVEL OF PAVEMENT WITH ASPHALTIC CONCRETE

BEFORE LAYING OF MAIN COURSE.

TACK COAT

4. THE WHOLE OF THE AREA TO BE SHEETED WITH ASPHALTIC CONCRETE SHALL

BE LIGHTLY AND EVENLY COATED WITH RAPID SETTING BITUMEN.

JOINTS

5. THE NUMBER OF JOINTS BOTH LONGITUDINAL AND TRANSVERSE SHALL BE

KEPT TO A MINIMUM.

6. THE DENSITY AND SURFACE FINISH AT JOINTS SHALL BE SIMILAR TO THOSE OF

THE REMAINDER OF THE LAYER.

COMPACTION

7. ALL COMPACTION SHALL BE UNDERTAKEN USING SELF PROPELLED ROLLERS.

8. INITIAL ROLLING SHALL BE COMPLETED BEFORE THE MIX TEMPERATURE

FALLS BELOW 105°C.

9. SECONDARY ROLLING SHALL BE COMPLETED BEFORE THE MIX TEMPERATURE

FALLS BELOW 60°C.

FINISHED PAVEMENT PROPERTIES

10. FINISHED SURFACES SHALL BE SMOOTH, DENSE AND TRUE TO SHAPE AND

SHALL NOT VARY MORE THAN THE SPECIFIED TOLERANCES.

STORMWATER

1. ALL 300 DIA. DRAINAGE PIPES AND LARGER SHALL BE CLASS "3" APPROVED

SPIGOT AND SOCKET RCP PIPES WITH RUBBER RING JOINTS, (U.N.O.). ALL

DRAINAGE PIPES UP TO AND INCLUDING 225 DIA. SHALL BE SEWER GRADE

uPVC WITH SOLVENT WELD JOINTS, (U.N.O.).

2. EQUIVALENT STRENGTH FRC PIPES MAY BE USED.

3. ALL PIPE JUNCTIONS UP TO AND INCLUDING 450 DIA. AND ALL TAPERS SHALL

BE VIA PURPOSE MADE FITTINGS.

4. MINIMUM GRADE TO STORMWATER LINES TO BE 1%. (U.N.O.).

5. CONTRACTOR TO SUPPLY AND INSTALL ALL FITTINGS AND SPECIALS

INCLUDING VARIOUS PIPE ADAPTORS TO ENSURE PROPER CONNECTION TO

DISSIMILAR PIPEWORK.

6. ALL CONNECTIONS TO EXISTING DRAINAGE PITS SHALL BE MADE IN A

TRADESMAN-LIKE MANNER AND THE INTERNAL WALL OF THE PIT AT THE POINT

OF ENTRY SHALL BE CEMENT RENDERED TO ENSURE A SMOOTH FINISH.

7. WHERE SUBSOIL DRAINAGE LINES PASS UNDER FLOOR SLABS AND

VEHICULAR PAVEMENTS UNSLOTTED uPVC SEWER GRADE PIPE SHALL BE

USED.

8. PROVIDE 3.0m LENGTH OF 100 DIA. SUBSOIL DRAINAGE PIPE WRAPPED IN

FABRIC SOCK, AT UPSTREAM END OF EACH PIT.(UNO)

9. BEDDING SHALL BE TYPE HI (U.N.O.) IN ACCORDANCE WITH CURRENT

AUSTRALIAN STANDARDS.

10. AT CONNECTION TO PITS, INVERT OF SUBSOIL DRAINS TO BE ABOVE MAIN

STORMWATER PIPE OBVERT.

11. EQUIVALENT STRENGTH PRECAST STORMWATER PITS AND MANHOLES MAY BE

USED.

LINEMARKING

1. ALL LINEMARKING TO BE IN ACCORDANCE WITH AS 1742 PARTS 1 AND 2.

2. ALL INTERNAL CARPARK LINE MARKING SHALL BE 90mm WIDE UNO AND BE

COMPLETED USING WHITE REFLECTORISED PAINT UNO IN ACCORDANCE WITH

AS 1742 AND AS SPECIFIED IN THE ARCHITECTURAL SPECIFICATION.

3. THE INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON A BLUE

BACKGROUND IN ACCORDANCE WITH AS 1428. THE BLUE SHALL BE B21,

ULTRAMARINE OF AS 2700, OR SIMILAR APPROVED.

EXISTING SERVICES AND FEATURES

1. THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND

REMOVAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS AFFECTED BY

THE WORKS WITHIN THE CONTRACT AREA, AS SHOWN ON THE DRAWINGS

UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT. ALL TO

REGULATORY AUTHORITY STANDARDS AND APPROVAL.

2. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL

BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED.

3. PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL OBTAIN

THE SUPERINTENDENT'S APPROVAL FOR HIS PROGRAMME FOR THE

RELOCATION/CONSTRUCTION OF TEMPORARY SERVICES.

4. EXISTING BUILDINGS, EXTERNAL STRUCTURES, AND TREES SHOWN ON THESE

DRAWINGS ARE FEATURES EXISTING PRIOR TO ANY SEPARATE AND

PRECEDING DEMOLITION WORKS.

5. CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN

EXISTING SUPPLY TO BUILDINGS REMAINING IN OPERATION DURING WORKS

TO THE SATISFACTION AND APPROVAL OF THE SUPERINTENDENT. ONCE

DIVERSION IS COMPLETE AND COMMISSIONED THE CONTRACTOR SHALL

REMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO THE

SATISFACTION OF THE SUPERINTENDENT.

6. INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT

TO CAUSE ANY INCONVENIENCE TO THE ADJACENT RESIDENCES.

CONTRACTOR TO GAIN APPROVAL OF THE SUPERINTENDENT FOR TIME OF

INTERRUPTION.

EARTHWORKS

1. FOLLOWING DEMOLITION OF EXISTING STRUCTURES, ALL VEGETATION, SOILS

CONTAINING ORGANIC AND DELETERIOUS MATERIAL, CONCRETE SLABS,

CONCRETE BUILDING FOOTINGS AND PAVEMENT AREAS SHALL BE STRIPPED

AND REMOVED FROM SITE.

2. ALL EXISTING TREE STUMPS AND ROOTS SHALL BE GRUBBED OUT TO A

MINIMUM DEPTH OF 750mm.

3. DEPRESSIONS FORMED BY REMOVAL OF UNDERGROUND ELEMENTS AND OR

WEAKENED AREAS SHOULD BE CLEANED OUT AND FILLED WITH COMPACTED

IMPORTED FILL MATERIAL.

4. EXPOSED CONSTRUCTION AREAS SHALL BE PROOF ROLLED USING A VEHICLE

WITH A TARE OF AT LEAST 5 TONNES PER AXLE IN THE PRESENCE OF THE

NOMINATED GEOTECHNICAL TESTING AUTHORITY AND A REPRESENTATIVE OF

OPUS. AREAS DEMONSTRATING EXCESSIVE MOVEMENT SHALL BE TREATED IF

POSSIBLE, OR REMOVED TO COMPETENT MATERIAL AND REPLACED WITH

COMPACTED IMPORTED FILL MATERIAL. CONTRACTOR TO ALLOW A

PROVISIONAL SUM FOR REMOVAL OF UNSUITABLE MATERIAL AND

REPLACEMENT WITH COMPACTED IMPORTED FILL MATERIAL. ALLOW A

PROVISIONAL QUANTITY OF 200m³.

5. ALL SOFT, WET OR UNSUITABLE MATERIAL IS TO BE REMOVED AND REPLACED

WITH APPROVED MATERIAL SATISFYING THE REQUIREMENTS LISTED BELOW

FOR IMPORTED FILL MATERIAL.

6. PLACE IMPORTED FILL MATERIALS SATISFYING THE REQUIREMENTS LISTED

BELOW TO NOMINATED BULK EARTHWORKS LEVELS ON BULK EARTHWORKS

PLAN.

7. ALL IMPORTED FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE

SUPERINTENDENT AND SHALL COMPLY WITH THE FOLLOWING:

a) FREE FROM ORGANIC AND PERISHABLE MATTER

b) MAXIMUM PARTICLE SIZE 100mm

c) PLASTICITY INDEX MAXIMUM 15%

d) LIQUID LIMIT, MAX OF 45%

e) PASSING 19mm SIEVE, MAX 80%

f) MINIMUM CBR 10%

g) SHRINK/SWELL INDEX, MAX OF 1.0%

8. CONTRACTOR TO PROVIDE CERTIFICATION TO SUPERINTENDENT FROM NATA

REGISTERED LAB THAT THE FILL MATERIAL IS FREE OF ACTUAL OR POTENTIAL

ACID SULFATE SOILS AND MEETS CURRENT DPI REGULATIONS FOR THE

CONTROL OF RED IMPORTED FIRE ANTS (RIFA).

9. ALL ENGINEERED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm THICK

LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (+ OR - 2%) TO

ACHIEVE THE FOLLOWING MINIMUM COMPACTION VALUES:

WHERE THE ABOVE VALUES ARE DETERMINED IN ACCORDANCE WITH AS

1289.5.1.1 (STANDARD COMPACTION) FOR COHESIVE SOILS AND AS 1289.5.6.1

(STANDARD METHOD) FOR COHESIONLESS SOILS.

10. THE CONTRACTOR SHALL PROGRAMME THE EARTHWORKS OPERATION SO

THAT THE WORKING AREAS ARE ADEQUATELY DRAINED DURING THE PERIOD

OF CONSTRUCTION. THE SURFACE SHALL BE GRADED AND SEALED OFF TO

REMOVE DEPRESSIONS, ROLLER MARKS AND SIMILAR WHICH WOULD ALLOW

WATER TO POND AND PENETRATE THE UNDERLYING MATERIAL. ANY DAMAGE

RESULTING FROM THE CONTRACTOR NOT OBSERVING THESE REQUIREMENTS

SHALL BE RECTIFIED BY THE CONTRACTOR AT THEIR COST. CONTRACTOR IS

TO ALSO NOTE THAT THE EXISTING SOILS INCLUDING NATURAL SILTY SAND

AND HIGH PLASTICITY CLAYS ARE LIKELY TO BE SUSCEPTIBLE TO SOFTENING

WHEN WET, TO THE POINT WHERE THE SITE MAY BECOME INTRAFFICABLE.

THE CONTRACTOR IS TO PROVIDE TEMPORARY HAUL ROADS WHERE

NECESSARY TO ALLOW ACCESS TO THE WORKS AREAS.

11. TESTING OF THE SUBGRADE SHALL BE CARRIED OUT IN ACCORDANCE WITH

AS 3798 BY AN APPROVED NATA REGISTERED LABORATORY AT THE

CONTRACTOR'S EXPENSE.

12. ALL BASE AND SUB-BASE MATERIALS SHALL BE PLACED IN MAXIMUM 150mm

THICK LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT OF (+ OR -

2%) TO ACHIEVE A DRY DENSITY IN ACCORDANCE WITH AS 1289.5.2.1 OF NOT

LESS THAN THE FOLLOWING:

13. CONTRACTOR TO ENSURE VIA THE APPROPRIATE SELECTION OF FILL

MATERIAL AND EARTHWORKS THAT, UPON COMPLETION OF THE

EARTHWORKS, THAT THE BUILDING PLATFORM HAS A CLASS 'S'

CLASSIFICATION IN ACCORDANCE WITH AS 2870.

14. ANY SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF SITE AT AN

APPROVED TIP SITE. CONTRACTOR TO ALLOW TO COMPLY WITH CURRENT DPI

REGULATIONS FOR THE CONTROL OF RED IMPORTED FIRE ANTS.

15. ANY CONTAMINATED MATERIAL SHALL BE MANAGED AND DISPOSED OF

ACCORDING TO THE CURRENT LOCAL COUNCIL AND EPA REQUIREMENTS

INCLUDING CERTIFICATION.

16. THE USE OF POTABLE WATER IS NOT PERMITTED IN ACTIVITIES ASSOCIATED

WITH ROAD AND PAVEMENT CONSTRUCTION, THE COMPACTION OF FILL

MATERIAL OR DUST SUPPRESSION CONTRACTOR TO UTILISE RECYCLED OR

SUITABLE NON POTABLE WATER FOR THESE ACTIVITIES WITHIN THE

CONTRACT. USE OF RECYCLED WATER MUST BE IN ACCORDANCE WITH THE

REQUIREMENTS OF COUNCIL.

LOCATION COHESIVE

SOILS

COHESIONLESS

SOILS

BUILDING AREAS

FOUNDATION SUPPORT

FLOOR SLABS

PAVEMENT AREAS

TOP 300mm BELOW SUBGRADE LEVEL

BELOW THE TOP 300mm

LANDSCAPE AREAS

98%

98%

98%

95%

95%

80%

80%

80%

75%

75%

LAYER MODIFIED DRY DENSITY

BASE COURSE

SUB-BASE COURSE

98% MODIFIED (AS 1289.5.2.1)

95% MODIFIED (AS 1289.5.2.1)

ELEMENT COMPRESSIVE STRENGTH

F'c - 28 DAYS (MPa)

SLUMP

(mm)

MAX AGG

SIZE (mm)

ALL KERBS, PITS ETC

FOOTPATH

CARPARK PAVEMENT

OSD TANK BASE AND LID

20

25

32

40

80

80

65

80

20

20

20

20

SYMBOL BAR SHAPE STRENGTH

GRADE

(MPa)

DUCTILITY

CLASS

TO COMPLY

WITH AUST.

STANDARD

N 500 NORMAL AS 4671DEFORMED RIBBED BAR

PLAIN ROUND BAR

DEFORMED BAR

*SEE NOTE

R

Y

250 NORMAL AS 4671

410 NORMAL AS 1302

SYMBOL DENOTES STRENGTH

GRADE

(MPa)

DUCTILITY

CLASS

TO COMPLY

WITH AUST.

STANDARD

RL 500 LOW AS 4671RECTANGULAR MESH OF

DEFORMED RIBBED BARS

SQUARE MESH OF

DEFORMED RIBBED BARS

RECTANGULAR OR

SQUARE MESH OF PLAIN

WIRE

*SEE NOTE

SL

F

500 LOW AS 4671

450 AS 1304

25mm

FABRIC LAP

SW

SW

SW

SW

E

X

5

.

1

0

0

P

5

.

2

5

0

P

5

.

2

5

0

P

5

.

2

5

0

P

5

.

2

5

0

P

5

.

2

5

0

P

5

.

2

5

0

P

5

.

2

5

0

P

4

.

9

1

0

P

5

.

2

0

0

P

5

.

1

8

0

E

X

5

.

0

0

0

E

X

5

.

3

0

0

E

X

5

.

0

6

0

E

X

5

.

1

8

0

E

X

5

.

2

8

0

E

X

4

.

9

8

0

P

5

.

0

2

0

ALFRED STREET

BR

IS

BA

NE

S

TR

EE

T

N1

SW

SW

S

UE

T

W

SD SD

LEGEND

PROPOSED PAVEMENT LEVELP12.50

PROPOSED CONCRETE PAVEMENT. REFER DETAIL ON N-B1123.01-C1401

EXISTING CONTOUR

EXISTING STORMWATER

EXISTING SEWER

EXISTING ELECTRICAL

EXISTING TELECOMMUNICATIONS

EXISTING WATER

12.5

EXISTING LEVELEX12.50

PROPOSED CONTOUR12.5

REFER NOTE 1 FOR DETAILS

PROPOSED ASPHALT PAVEMENT. REFER DETAIL ON N-B1123.01-C1401

NOTES

1. AREAS TO BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS PLANS.

2. GRADE LANDSCAPE AREA AT MAX 1V:3H (UNO).

3. GRADE LANDSCAPED AREAS TO DRAIN TO SURFACE INLET PITS.

4. REFER DRAWING N-B1123.01-C0301 FOR SIGNS AND LINEMARKING DETAILS.

5. TRAFFIC MANAGEMENT PLAN TO BE SUBMITTED AND APPROVED BY THE SUPERINTENDENT,

OPUS AND MACKAY REGIONAL COUNCIL PRIOR TO COMMENCING WORK.

6. CONTRACTOR TO COORDINATE STORMWATER WORKS WITH REQUIRED SERVICES, TO

ENSURE CLEARANCE TO MACKAY REGIONAL COUNCIL REQUIRMENTS.

7. CONTRACTOR TO ALLOW FOR ALL REQUIRED SHORING AND PROTECTION WHEN CARRYING

OUT EXCAVATION AND BACKFILLING FOR SPECIFIED STORMWATER PITS.

8. ALL GRATES TO BE BICYCLE SAFE.

9. SAWCUTTING TO BE PERFORMED AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY, TO

PREVENT EXCESSIVE CHIPPING, SPALLING OR TEARING REGARDLESS OF TIME OR WEATHER

CONDITIONS.

10. ANY FORM OF SLAB CRACKING OR RAIN DAMAGE SLABS OR KERBS WILL NOT BE ACCEPTED

AND SHALL BE REMOVED AND REPLACED. REFER SPECIFICATION FOR DETAILS OF SLAB

CURING, SAW CUTTING AND JOINT FINISHING.

11. DO NOT STORE MATERIALS ON NEW PAVEMENTS THAT MAY CAUSE STAINING. DO NOT

TRAFFIC PAVEMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL

PAVEMENTS ARE IN AS NEW CONDITION AT TIME OF HAND OVER.

12. ALL 'SOFCUT' SAWCUTS TO BE CUT TO SPECIFIED DEPTH TO FULL WIDTH OF ALL SLABS.

13. SAWCUT EXISTING CONCRETE PAVEMENT AND MATCH NEW PAVEMENT NEATLY TO EXISTING

PAVEMENT.

14. CONSTRUCT 1.2m WIDE KERB RAMP. MAX GRADE 1:8.

15. REMOVE EXISTING LIGHT POLES.

16. REMOVE EXISTING CROSSOVER AND DRIVEWAY AND RE-INNSTATE THE KERB.

PROPOSED STORMWATER MANHOLE, DRAINAGE PIPE AND SURFACE

INLET PIT

PROPOSED LANDSCAPING. REFER ARCHITECTS DWGS FOR DETAILS

PROPOSED STORMWATER PIPE INFORMATION

PROPOSED STRUCTURE NUMBER AND TOP OF GRATE/LID LEVEL

Ø300 RCP

US IL

DS IL

LENGTH

GRADE

2.500

2.400

1.00

m

%

10.00

MH2/2

SL5.00

PROPOSED SUBSOIL HIGH END RISER, DRAINAGE LINE AND

INTERMEDIATE RISER. REFER DETAILS ON N-B1123.01-C1402

BK

PROPOSED BARRIER KERB. REFER DETAIL SHEET

IJ PROPOSED ISOLATION JOINT. REFER DETAIL SHEET

CJ PROPOSED CONTRACTION JOINT. REFER DETAIL SHEET

FK

PROPOSED FLUSH KERB. REFER DETAIL SHEET

IK

PROPOSED INTEGRAL KERB. REFER DETAIL SHEET

STRUCTURE SCHEDULE

STRUCTURE

TYPE

COVER TYPE

INTERNAL

DIMENSION

STRUCTURE No.

SURFACE INLET CLASS D GALVANISED MILD

STEEL GRATE HINGED TO

FRAME

GP1/1, GP2/1, GP1/2900 x 600

200

100

5010

0mm

300

mm

ScaleProject No. Drawing No. Sheet. No.

Project

Sheet

Revision

Original Sheet Size A1 [841x594] Plot Date

Drawn Approved Revision DateDesigned

Brisbane Creek St. OfficePO Box 99

+ 61 7 3007 8181

Spring Hill QLD 4004Australia

MACKAY RETAIL EXPANSION85 SYDNEY STREET, MACKAY QLD 4740

SITEWORKS PLAN

BC_N-B1123.01 C1201 AN-B1123.01 1:200 (A1)

PRELIMINARY

RAD JDC 07.07.15RAD

1:200

0 2 4 6 8 10 12 1614 18 20

m

@ A1

@ A31:400

Approved Revision DateRevision Amendment

A PRELIMINARY ISSUE JDC 07.07.15

N

300

300

300

UNDER PAVEMENT PIPE BEDDING

SCALE 1:20

PAVEMENT AS SPECIFIED

COMPACTED BEDDING

MATERIAL (APPROVED

SAND OR SINGLE GRADE

5mm OR 10mm CLEAN

AGGREGATE SCREENINGS)

APPROVED SELECTED FILL

COMPACTED TO 100% S.M.D.D

75 MIN COMPACTED BEDDING

MATERIAL (APPROVED SAND

OR SINGLE GRADE CLEAN

AGGREGATE)

VARIES TO SUIT

PIPE DIAMETER

10

0

MIN

FLEXIBLE ASPHALT CARPARK PAVEMENT

SCALE 1:10

125mm THICK TYPE 2.1 (CBR 80%) BASE

COMPACTED TO 98% M.D.D. (MIN)

125mm THICK TYPE 2.3 (CBR 45%) SUBBASE

COMPACTED TO 95% M.D.D. (MIN)

170mm THICK TYPE 2.5 (CBR 45%) LOWER

COURSE COMPACTED TO 95% M.D.D. (MIN)

30mm THICK AC10 DENSE GRADED

ASPHALT WEARING COURSE

PROPOSED BULK

EARTHWORKS LEVEL

45

035

0

800

350mm SUBGRADE REPLACEMENT COURSE - SELECT FILL

SUBGRADE COMPACTED TO 98%

STANDARD DRY DENSITY

BARRIER KERB (BK)

SCALE 1:10

R20

FLEXIBLE ASPHALT

PAVEMENT AS SPECIFIED

SUBBASE AS SPECIFIED

NOMINAL KERB LINE

(SETOUT REFERENCE)

300

75

MIN

150

MIN

110 40

150

REINFORCED CONCRETE CARPARK PAVEMENT

SCALE 1:10

150mm THICK CONCRETE (25MPa) WITH

SL82 MESH TOP COVER 45mm

SUBGRADE COMPACTED TO 98%

STANDARD DRY DENSITY

100mm THICK TYPE 2.3 (CBR 45%) SUBBASE

COMPACTED TO 98% M.D.D. (MIN)

NOTE: JOINTS TO BE PROVIDED AS SHOWN ON PAVEMENT PLAN.

PROPOSED BULK

EARTHWORKS LEVEL

250

550

800

550mm SUBGRADE REPLACEMENT COURSE - SELECT FILL

FLUSH KERB (FK)

SCALE 1:10

R20

NOMINAL KERB LINE

(SETOUT REFERENCE)

SUBBASE AS SPECIFIED

FLEXIBLE ASPHALT

PAVEMENT AS SPECIFIED

5mm SETDOWN FROM

FINISHED PAVEMENT LEVEL

75

MIN

150

MIN

200

150

CAR BOLLARD

SCALE 1:20

GALVANISED CAP

140Ø OD x 5.4 CHS

GALV. FILL WITH N20

CONCRETE. PAINT

PIPE YELLOW.

N20 CONCRETE

Ø600

10

06

00

10

00

ISOLATION JOINT (IJ)

SCALE 1:10

REINFORCED

CONCRETE PAVEMENT

AS SPECIFIED

SUBBASE AS

SPECIFIED

FABRIC AS SPECIFIED

10mm "ABELFLEX" WITH RIPOFF STRIP,

NO INITIAL SAWCUT REQUIRED

FOR SEALANT DETAILS

REFER DETAIL 'B'

DANLEY SQUARE DOWEL 16mm x 400 LONG

@ 450 CTS WITH 'DOWELMASTER' COVER.

HOT DIPPED GALVANISED PLACE CENTRALLY.

DRILL AND EPOXY INTO EXISTING SLAB

EXISTING

REINFORCED

CONCRETE

PAVEMENT

EXISTING

SUBBASE

1-N12 ALONGSIDE JOINT WIRED TO FABRIC

75 (TYP)

INTEGRAL KERB (IK)

SCALE 1:10

NOMINAL KERB LINE

(SETOUT REFERENCE)

R20

EXISTING CONCRETE

PAVEMENT AS SPECIFIED

REINFORCED CONCRETE

FOOTPATH PAVEMENT

AS SPECIFIED

200mm LONG Ø18 GALVANISED

DOWEL AT 1m SPACINGS.

10mm ABELFLEX OR

SIMILAR APPROVED.

110 40

15

0

CONTRACTION JOINT (CJ)

(POUR OVER)

SCALE 1:10

REINFORCED

CONCRETE PAVEMENT

AS SPECIFIED

SUBBASE AS

SPECIFIED

FABRIC AS SPECIFIED

FOR SEALANT DETAILS

REFER DETAIL 'A'

DANLEY PLATE DOWEL 6mm @

450 CTS. HOT DIPPED GALVANISED

PLACE CENTRALLY

DANLEY DOWEL

CRADLE (TYP)

CUT SHIPMENT BARS

AFTER PLACEMENT

SAWCUT 3mm WIDE WITHIN 4-6 HRS

OF PLACEMENT WITH 'SOFCUT'

REFER CONCRETE PAVEMENT NOTES

75 (TYP)

DETAIL B

-SCALE 1:1

'DOW-CORNING 888'

SILICONE SEALANT TO BE

STRICTLY IN ACCORDANCE

WITH MANUFACTURERS

INSTRUCTIONS. INSTALLED

BY A SPECIALIST

10mm "ABELFLEX"

WITH RIPOFF STRIP

BOND BREAKING STRIP

10

12

DETAIL A

-SCALE 1:1

D* =

PAVEMENT THICKNESS

4

'DOW-CORNING 888'

SILICONE SEALANT TO BE

STRICTLY IN ACCORDANCE

WITH MANUFACTURERS

INSTRUCTIONS. INSTALLED

BY A SPECIALIST

INITIAL 3mm SAWCUT

Ø8 CLOSED CELL EXPANDED

POLYETHYLENE FOAM

BACKING ROD

D*

6

16

6

WHEEL STOP ON AC PAVEMENT

SCALE 1:10

SUBBASE AS SPECIFIED

FLEXIBLE ASPHALT

PAVEMENT AS SPECIFIED

RUBBER WHEEL STOP

Ø20 HOT DIPPED

GALVANIZED SPIKE

300

REFER TO PLAN FOR DISTANCE

TO END OF PARKING BAY

HIGH END RISER

SCALE 1:10

uPVC BOLTED TRAP SCREW

IN CONCRETE SURROUND

Ø100 SUBSOIL PIPE WITH

GEOTECHNICAL SOCK SURROUNDED BY

SINGLE GRADE CLEAN AGGREGATE

(14mm NOM) AND GEOTEXTILE FABRIC

PAVEMENT

AS SPECIFIED

LANDSCAPE FSL

15

0

70

0 N

OM

10

0

INTERMEDIATE RISER

SCALE 1:10

uPVC BOLTED TRAP SCREW

IN CONCRETE SURROUND

PAVEMENT

AS SPECIFIED

LANDSCAPE FSL

FLOW

Ø100 SUBSOIL PIPE WITH

GEOTECHNICAL SOCK SURROUNDED BY

SINGLE GRADE CLEAN AGGREGATE

(14mm NOM) AND GEOTEXTILE FABRIC

15

0

70

0 N

OM

10

0

CONDUIT RISER

SCALE 1:10

PAVEMENT

AS SPECIFIED

45° BEND

uPVC BOLTED TRAP SCREW

IN CONCRETE SURROUND

LANDSCAPE FSL

2

0

0

15

03

00

SURFACE INLET/JUNCTION PIT

SCALE 1:20

FLOW

PROVIDE 3.0m LENGTH OF Ø100

SUBSOIL WRAPPED IN GEOFABRIC

SOCK AT UPSTREAM END OF PIT

SETOUT POINT

60

0 O

R A

S

SP

EC

IF

IE

D

15

01

50

C

-

SUBSOIL DRAINAGE IN

FLEXIBLE PAVEMENT

SCALE 1:10

SUBBASE AS SPECIFIED

GEOTEXTILE

FABRIC SURROUND

SINGLE GRADE CLEAN

AGGREGATE (14mm NOM)

Ø100 SUBSOIL PIPE WITH

GEOTECHNICAL SOCK

LANDSCAPING

BARRIER KERB

FLEXIBLE ASPHALT

PAVEMENT AS SPECIFIED

150

300

30

0 M

IN

70

MIN

PAVEMENT AS

SPECIFIED

SL72 CENTRALLY

LOCATED

900

OR AS SPECIFIED

40

0 L

AP

(T

YP

)

150150

DE

PT

H A

S S

PE

CIF

IE

D1

50

FLOW

MORTAR

BED (TYP)

PROPRIETARY GRATE & FRAME OR

MANHOLE COVER AS SPECIFIED.

REFER STRUCTURE SCHEDULE

SECTION C

-SCALE 1:20

200

100

5010

0mm

300

mm

ScaleProject No. Drawing No. Sheet. No.

Project

Sheet

Revision

Original Sheet Size A1 [841x594] Plot Date

Drawn Approved Revision DateDesigned

Brisbane Creek St. OfficePO Box 99

+ 61 7 3007 8181

Spring Hill QLD 4004Australia

MACKAY RETAIL EXPANSION85 SYDNEY STREET, MACKAY QLD 4740

CIVIL DETAILS

BC_N-B1123.01 C1401 AN-B1123.01 -

PRELIMINARY

RAD JDCRAD

Approved Revision DateRevision Amendment

A PRELIMINARY ISSUE JDC 07.07.15

35

9°5

6'

17

9°5

5'3

0"

134°57'

89°59'

17

9°5

5'3

0"

89°59'

44°5

7'

35

9°5

5'

269°59'

269°59'

35

9°5

5'3

0"

269°59'

35

9°5

6'

269°59'30"

269°59'269°59'

35

9°5

6'3

0"

35

9°5

6'3

0"

89°59'30"

1050

Orig PSM

Kerb Adapter

Sign

Sign

Sign

Guard Rail / Barrier

Guard Rail / Barrier

Guard Rail / BarrierGuard Rail / BarrierGuard Rail / BarrierGuard Rail / Barrier

Guard Rail / BarrierGuard Rail / Barrier

Guard Rail / Barrier

Kerb AdapterSign SignSign

SignKerb Adapter

Sign

Sign

Guard Rail / Barrier

METAL SHED COMMERCIAL BUILDING ANDASSOCIATED SERVICES TO BE DEMOLISHED

AND REMOVED FROM SITE

1 STOREY BRICK COMMERCIALBUILDING AND ASSOCIATED

SERVICES TO BE DEMOLISHEDAND REMOVED FROM SITE

2 STOREY BRICK AND CONCRETECOMMERCIAL BUILDING AND

ASSOCIATED SERVICES TO BEDEMOLISHED AND REMOVED FROM SITE

2 STOREY LIGHTWEIGHTCONSTRUCTION RESIDENCE

AND ASSOCIATED SERVICES TOBE DEMOLISHED AND REMOVED

FROM SITE

NEIGHBOURING PROPERTY

1 STOREY BRICK, COMMERCIAL

STEEL FRAMECARPORT TO BE

DEMOLISHEDAND REMOVED

FROM SITE

ADJACENT PROPERTY

2 STOREY LIGHTWEIG

HT

CONSTRUCTION COMMERCIAL

1 STOREY BRICK RESIDENCE ANDASSOCIATED SERVICES TO BE

DEMOLISHED AND REMOVED FROM SITE

1 STOREY LIGHTWEIGHTSHED TO BE DEMOLISHEDAND REMOVED FROM SITE

1 STOREY BRICK COMMERCIALBUILDING AND ASSOCIATED

SERVICES TO BE DEMOLISHEDAND REMOVED FROM SITE

TIMBER FENCE

CONCRETE PAVINGTO BE REMOVED

FROM SITE

DE

MO

LIS

H M

ET

AL

FE

NC

EA

ND

RE

MO

VE

FR

OM

SIT

E

VERANDAH TO BEDEMOLISHED AND

REMOVED FROM SITE

CONCRETE PATH

TIM

BE

R P

ICK

ET

FE

NC

E

ME

TA

L F

EN

CE

CO

NC

RE

TE

GU

TT

ER

DR

AIN

TO

BE

DE

MO

LIS

HE

D A

ND

RE

MO

VE

D F

RO

M S

ITE

BITUMEN AND GRAVEL ROAD TOBE REMOVED FROM SITE

METAL FENCE

GRAVELTURNINGCIRCLE

ADJACENTPROPERTY STEELFRAME CARPORT

REMOVE HILLSHOIST FROM SITE

CO

NC

RE

TE

DR

IVE

WA

Y T

O B

ER

EM

OV

ED

FR

OM

SIT

E

CANOPY OVERGARAGE ENTRY

CONCRETE PAVING TO BEREMOVED FROM SITE

BRICKPAVING

REFER SURVEY AND C.O.S.FOR EXTENT OF SERVICES TOENTIRE DEMOLITION ZONE

TIM

BE

R F

EN

CE

REFER DRAWING A200 FOR CONTINUATION

ALL TREES SHOWN DASHEDRED TO BE REMOVED FROMSITE, INCLUDING STUMPS

ALL TREES SHOWN DASHEDRED TO BE REMOVED FROMSITE, INCLUDING STUMPS

DEMOLISH LOW BRICK WALLAND REMOVE FROM SITE

DEMOLISH TIMBER FENCEAND REMOVE FROM SITE

CO

NC

RE

TE

GU

TT

ER

DR

AIN

TO

BE

DE

MO

LIS

HE

D A

ND

RE

MO

VE

D F

RO

M S

ITE

BIT

UM

EN

AN

D G

RA

VE

L R

OA

D T

OB

E R

EM

OV

ED

FR

OM

SIT

E

ADJACENTPROPERTY STEELFRAME CARPORT

DE

MO

LIS

H M

ET

AL

FE

NC

EA

ND

RE

MO

VE

FR

OM

SIT

E

DEMOLISH BRICK FENCEAND REMOVE FROM SITE

1 STOREY LIGHTWEIGHTSHED TO BE DEMOLISHEDAND REMOVED FROM SITE

AREAS OF CONCRETE TOBE DEMOLISHED ANDREMOVED FROM SITE

REMOVE HILLSHOIST FROM SITE

DEMOLISH EXISTING KERB

DEMOLISH AND REMOVEEXISTING DRIVEWAYCROSSOVER. REFERA305 FOR NEW WORKS

DEMOLISH AND REMOVEEXISTING DRIVEWAYCROSSOVER. REFERA305 FOR NEW WORKS

DEMOLISH AND REMOVEEXISTING DRIVEWAYCROSSOVER. REFERA305 FOR NEW WORKS

DEMOLISH AND REMOVEEXISTING DRIVEWAYCROSSOVER. REFERA305 FOR NEW WORKS

DEMOLISH AND REMOVEEXISTING DRIVEWAYCROSSOVER. REFERA305 FOR NEW WORKS

ALL LOOSE DEBRI, SCRAPAND RUBBISH TO BE

REMOVED FROM SITE

ALL LOOSE DEBRI, SCRAPAND RUBBISH TO BE

REMOVED FROM SITE

ALL LOOSE DEBRI, SCRAPAND RUBBISH TO BE

REMOVED FROM SITE

ALL LOOSE DEBRI, SCRAPAND RUBBISH TO BE

REMOVED FROM SITE

STORMWATER SERVICESTO BE REVIEWED BYCIVIL ENGINEER

REDUNDANT SERVICESRELATED TO COMMERCIALACTIVITY TO BE DEMOLISHEDAND REMOVED FROM SITE ORTERMINATED AND CAPPED ASAPPROPRIATE.

REFER SURVEY AND C.O.S.FOR EXTENT OF SERVICES TOENTIRE DEMOLITION ZONE

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BOUNDARY LINE

BOUNDARY LINE

BOUNDARY LINE

BOUNDARY LINE

BOUNDARY LINE

BOUNDARY LINE

BOUNDARY LINE

BO

UN

DA

RY

LIN

E

DEMOLISH AND REMOVEEXISTING DRIVEWAYCROSSOVER. REFERA305 FOR NEW WORKS

SEWER SERVICES TO BEREVIEWED BY CIVIL ENGINEER

ELECTRIC SERVICES TOBE REVIEWED BYAPPROPRIATEENGINEERS ANDENERGY SUPPLIER SEWER

SERVICES TO BEREVIEWED BYCIVIL ENGINEER

SEWER SERVICES TO BEREVIEWED BY CIVIL ENGINEER

GARDEN BEDS TO BEREMOVED FROM SITE

GARDEN BEDS TO BEREMOVED FROM SITE

ELECTRIC SERVICES TO BEREVIEWED BY APPROPRIATEENGINEERS AND ENERGY SUPPLIER

1.0 The builder / contractor / Sub-contractor shall check and confirm alldimensions and levels on site prior to commencing any works, shopdrawings, fabrication, erection or installation.

2.0 Do not scale drawings. Figured dimensions take precedence.3.0 All dimensions are in millimetres, UNO.4.0 Any discrepancies shall be reported to the superintendent for action

and instruction5.0 This drawing is to be read in conjunction with all current and relevant

drawings, specifications, schedules, reports and contracts.6.0 This drawing and its contents are subject to copyright laws and

protection. Do not reproduce in full or part without prior approval.7.0 Member of the Australian Institute of Architects (AIA)

DRAWING NOTES

job no.

drawing title

project - address

dateno. ISSUE / revision by

drawnscale @ A1

issuedrawing no.

All dimensions in millimetres unless noted otherwise.Do not scale these drawings - Figured dimensions take precedence.This drawing and its contents are subject to copyright laws and protection.Do not reproduce in full or in part without approval. ©Copyright

SYDNEYSYDNEYSYDNEYSYDNEY

i2C.COM.AU

PERTHPERTHPERTHPERTH

MELBOURNEMELBOURNEMELBOURNEMELBOURNE

1800 422 533

client

Climate Zone: 2 Building Class: 6

2/07/2015 9:36:33 AM

P 1

As indicated

V11-043

ADJACENT CARPARK

DEMOLITION PLAN

MACKAY RETAIL EXPANSION85 Sydney Street, Mackay QLD4740

A202

AH

T E N D E R I S S U E

DEMOLITION PLAN - NOTES1.0 EXISTING STRUCTURE(a)Existing structure shown shaded, UNO.(b)Existing structure, materials, surfaces, finishes, equipment, fittings,

fixtures, miscellaneous items to be demolished & removed showndotted & or hatched & noted.

2.0 COMPLIANCE & REFERENCE(a) All Demolition works to be carried out in accordance with: AS 2601 - Demolition of Structures. AS 4687 - Temporary Fencing and Hoarding's. AS 2436 - Guide to Noise Control and Demolition Sites. Architectural, Structural & Services demolition documentation To the satisfaction & approval of all relevant Authorities, Local

Council, Australian Standards and Codes of Practice

3.0 REDUNDANT AND DISCONNECTED SERVICES(a)Redundant and disconnected services to be removed, capped or

terminated as noted & as required, legally, safely & to the satisfactionof the relevant authority or service provider.

(b)This includes, electrical, fire, hydraulics, mechanical, data &communication services, supplies, equipments, meters etc.

(c) Refer also Services documentation for extent, instruction & detailsof works required for water supply, storm water, sewer, electrical,communications & data, greasy waste, incoming, out going &reticulated building services.

4.0 DEMOLISHED AND OR REMOVED ITEMS AND MATERIALS(a)Shall not be incinerated, burned or buried on site under any

circumstances.

5.0 DEMOLITION RECYCLING(a)Where possible & at no additional expense or time delay to the

project & proprietor, the builder / contractor shall endeavor torecycle demolished & removed waste materials & equipmentincluding structural steel, copper, brass, aluminium, stainless steel,electrical cable, scrap steel, concrete, brick or block work, soil,glass, etc to approved recycling facilities.

6.0 DEMOLISHED MATERIALS(a)All materials, equipment, fixtures and fittings become the property

of the demolition contractor, unless noted otherwise.(b)Refer to the Demolition Schedules in the Specification & notes

regarding recovered items, recycling, items or materials to reusedor returned to the building owner.

7.0 TREES , VEGETATION, ROOTS AND STUMPS(a)The Builder, Head-Contractor & Demolition Sub-Contractor shall be responsible for the complete removal of all trees & vegetation

identified for removal inclusive of root system & stumps.8.0 THE BUILDER, HEAD-CONTRACTOR & DEMOLITION

SUB-CONTRACTOR(a)Shall ensure all reasonable & appropriate measures to secure the

building & site during demolition works & provide all protection toadjacent & or adjoining buildings.

(b)Ensure that no undue damage occurs to adjacent & or adjoiningbuildings or property during demolition works & preventdemolished materials encroaching on adjoining propertiesincluding public land, footpaths, roadways & reserves, etc.

(c) Be responsible for all Workcover, OH&S & Safety Issues during thecomplete demolition works & provide all relevant approvals,certificates & Workcover work method statements.

(d)Advise the superintendent of any additional demolition works orworks adversely affected by the demolition works for direction &instruction before proceeding further.

(e)Demolish & or remove all existing structure, materials, surfaces,finishes, equipment, fittings, fixtures, miscellaneous items to bedemolished & removed shown dotted & or hatched & notedaccordingly & transport & dispose or recycle of waste, debris,materials legally & to the satisfaction of all relevant authorities.

(f) Ensure all demolition works take into account & or are carried outwith due consideration of all existing tenants, adjoining & adjacentoccupied premises / businesses. Also any staging & or occupation &continued trading or operation.

(g)Ensure all reasonable care, protection, noise, vibration, disruption,warnings, storage, transportation, safety and security is undertakenduring Demolition works.

(h)Prepare a hazardous Materials and Substance management plan toAS 2601.

(i) Ensure any asbestos, flammable, explosive, toxic, infective, noxious,contaminated,radiation or radioactive materials/waste, sub surfacestanks, containers or storage vessels discovered during Demolitionworks are reported to the Superintendent and are safely removedfrom site, transported and disposed of in accordance with AS 2601.

(j) Advise of any additional temporary support or bracing required, notdocumented & obtain its design & installation from a certifiedprofessional Engineer. Upon completion such support or bracing shallbe completely removed from site.

(k) Advise of any permanent support or bracing required, notdocumented to the superintendent & obtain further instruction

(l) Refer to Hazardous Materials Report or Audit (HAZMAT)(m)Ensure existing items, finishes, materials & structure to remain are

appropriately protected & not disturbed or adversely affected by thedemolition works. If damage occurs rectify without cost to theproprietor or building owner.

(n)Ensure any historical, archaeological, aboriginal or indigenous,artifact or item of significant interest, importance or value arereported to the superintendent.

P 1 02.07.15 PRLIMINARY ISSUE AH

r600

NEIGHBOURING PROPERTY

1 STOREY BRICK, COMMERCIALSTEEL FRAME

CARPORT

NEIGHBOURING PROPERTY

2 STOREY LIGHTWEIG

HT

CONSTRUCTION COMMERCIAL

TIMBER FENCE

TIM

BE

R P

ICK

ET

FE

NC

E

STEEL FRAMECARPORT

BRICKPAVING

REFER SURVEY AND C.O.S.FOR EXTENT OF SERVICES

TIM

BE

R F

EN

CE

REFER DRAWING A301 FOR CONTINUATION

6887

5400

5400

6600

5400

5400

6600

5400

7201 NEW CARPARKS 6600 5400 739

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

EP

RO

PE

RT

Y L

INE

PR

OP

ER

TY

LIN

EP

RO

PE

RT

Y L

INE

PR

OP

ER

TY

LIN

E

6000 NEW CARPARKS 6600

4496 NEW CARPARKS 303

TYPICAL

2600

7

13

9

10

4

4

737

4725

2190 NEW GALVANISED STEEL TROLLEYBAYS. REFER TO COLES STANDARDDRAWING SEC136-2 FOR DETAILS.

NEW GALVANISED STEEL TROLLEYBAYS. REFER TO COLES STANDARDDRAWING SEC136-2 FOR DETAILS.

NEW GALVANISED STEEL TROLLEYBAYS. REFER TO COLES STANDARDDRAWING SEC136-2 FOR DETAILS.

5200

2190

PEDESTRIAN MOVEMENT

NEW KERB. REFER TOCIVIL DOCUMENTATION

PR

OP

ER

TY

LIN

E

VACANT SITE

47 ADDITIONALCARPARKS

NEW CARPARK.REFER ALSO CIVILDOCUMENTATION

S Y

D N

E Y

S

T R

E E

T

B R

I S

B A

N E

S

T R

E E

T

A L F R E D S T R E E T

1.0 The builder / contractor / Sub-contractor shall check and confirm alldimensions and levels on site prior to commencing any works, shopdrawings, fabrication, erection or installation.

2.0 Do not scale drawings. Figured dimensions take precedence.3.0 All dimensions are in millimetres, UNO.4.0 Any discrepancies shall be reported to the superintendent for action

and instruction5.0 This drawing is to be read in conjunction with all current and relevant

drawings, specifications, schedules, reports and contracts.6.0 This drawing and its contents are subject to copyright laws and

protection. Do not reproduce in full or part without prior approval.7.0 Member of the Australian Institute of Architects (AIA)

DRAWING NOTES

job no.

drawing title

project - address

dateno. ISSUE / revision by

drawnscale @ A1

issuedrawing no.

All dimensions in millimetres unless noted otherwise.Do not scale these drawings - Figured dimensions take precedence.This drawing and its contents are subject to copyright laws and protection.Do not reproduce in full or in part without approval. ©Copyright

SYDNEYSYDNEYSYDNEYSYDNEY

i2C.COM.AU

PERTHPERTHPERTHPERTH

MELBOURNEMELBOURNEMELBOURNEMELBOURNE

1800 422 533

client

Climate Zone: 2 Building Class: 6

2/07/2015 9:36:39 AM

P 1

As indicated

V11-043

ADDITIONAL CARPARK PLAN

MACKAY RETAIL EXPANSION85 Sydney Street, Mackay QLD4740

A305

AH

T E N D E R I S S U E

• New carpark surface and substrate to be as per civil engineers details.• New linemarking to be in accordance with relevant australian

standards and applied as per local authorities requirements.• New carpark layout to be comply to relevant bca standards.• Carpark to have advisory statutory vehicle/road/speed signage in

accordance with government authorities. Speed humps to beinstalled especially near ingress/ egress for entry/exit points. Refer totraffic engineers drawings for details.

• Clear ceiling heights to the carpark to be minimum 2100mmmeasured to the underside of the sprinkler heads, light fittings andother services.

CARPARK - NOTES

GENERAL ARCHITECTURAL NOTES1.0 The ARCHITECTURAL DOCUMENTATION includes the following:(a)Architectural Drawings, Construction Schedule, incorporating Trade

Specification, Finishes, Fixture & Fittings & Signage Schedules.2.0 ARCHITECTURAL DOCUMENTATION to be read in conjunction

with:(a)All Project Consultants documentation including:

Structural, Civil, Electrical, Mechanical, Hydraulic, Fire, Heritage, DDA,ESD, Traffic, etc. drawings, specifications, reports & advice.

3.0 TENANT, RETAILER & / OR SUPERMARKET DOCUMENTATION to be referred to includes the following:

(a)Supermarket Kit, Design & Construction Briefs, Control Plans, Decor,Floor Finishes Plans, Internal Elevations & associated Details etc.

4.0 PRECAST CONCRETE(a)Refer to Structural Engineers drawings, details & notes. Read in

conjunction with Architectural drawings. Check, prior to any works onsite.

(b)Precast concrete panel dimensions, levels, details & rebates to be asper approved Precast Concrete Shop Drawings.

5.0 STRUCTURAL STEEL(a)Refer to Structural Engineers drawings, details & notes. Read in

conjunction with Architectural drawings. Check prior to any works onsite.

(b)Member, size, level & detail to be read in conjunction with approvedStructural Steel Shop Drawings.

(c) All exposed structural steelwork to be hot dipped galvanised, UNO.

(d)Any existing buildings, structure or services to be checked & confirmedon site, prior to commencing any new works.

6.0 FIRE HYDRANTS AND FIRE HOSE REELS(a)Provide drip trays below all fire hydrants & fire hose reels within

cupboards or rooms internally, UNO.7.0 FIRE EXTINGUISHERS(a)Provide suitable portable Fire Extinguishers where required adjacent

electrical switchboards, in accordance with BCA / NCC & current /relevant Australian Standards, including AS 1841, AS 1851 & AS 2444.

(b)Fire Extinguishers to be mounted at a height no higher than 1200 to top& no lower than 100 to bottom AFFL.

(c) Fire Extinguishers to be mounted no closer than 2.0M to ElectricalSwitchboards & Distribution Boards & no further than 20.0M

8.0 DRAWING / DOCUMENTATION:(a)This drawing was produced using an Architectural CAD System.

(Revit / ACAD) Do not scale drawings.(b)Figured dimensions take precedence. All dimensions are in

millimetres.(c) This Architectural CAD drawing is not to be manually altered in any

way.(d)Any discrepancies shall be reported to the superintendant/architect for

action & instruction.(e)This drawing & its contents are subject to copyright laws & protection.

Do not reproduce in full or part without prior approval.(f) Member of the Australian Institute of Architects (AIA)

9.0 SUPPLY & INSTALLATION OF ALL MATERIALS & PRODUCTS(a)All materials, products, fixtures, fittings, claddings, linings, equipment

fixings, finishes & miscellaneous items relevant to this project shall besupplied, delivered, stored & installed in full & strict accordance with allmanufacturers details, instructions & recommendations for compliance,performance & to satisfy all applicable conditions for back-up, support& nominated warranties.

P 1 02.07.15 PRLIMINARY ISSUE AH