ADAMS+SPARKES Operational Works Application (Eenie Creek Rd) 160206

Page 2

                                                  Attachment I

Engineering Documentation prepared by JTC Consulting Engineers


[OCR of page images]
Attachment |

Engineering Documentation prepared by JTC Consulting Engineers

Page 3

 

PROPOSED

O EENIE GREEK ROAD, NOOSAVILLE

GENERAL NOTES

1

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTS AND
OTHER CONSULTANTS DRAWINGS AND THE SPECIFICATION. ANY DISCREPANCY
TO BE REFERRED TO THE ENGINEER IN WRITING.

ALL DIMENSIONS ARE TO BE CHECKED ON SITE AND VERIFIED BY THE
CONTRACTOR BEFORE WORK COMMENCES.

DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS

EXISTING SERVICES & FEATURES

1

THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION, AND
REMOVAL IF REQUIRED OF ALL EXISTING REDUNDANT SERVICES IN THE AREAS
AFFECTED BY WORKS WITHIN THE CONTRACT AREA AS SHOWN ON THE
DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT/ENGINEER
THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL
BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED.

PRIOR TO THE COMMENCING OF ANY WORKS THE CONTRACTOR SHALL GAIN
APPROVAL OF HIS PROGRAM FOR THE RELOCATION / CONSTRUCTION OF
TEMPORARY SERVICES

EXISTING BUILDINGS, EXTERNAL STRUCTURES AND TREES SHOWN ON THESE
DRAWINGS ARE FEATURES EXISTING PRIOR TO ANY DEMOLITION WORKS.
INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO
CAUSE ANY INCONVENIENCE TO THE PRINCIPLE. THE CONTRACTOR SHALL GAIN
APPROVAL FROM THE SUPERINTENDENT FOR ANY INTERRUPTIONS TO SERVICES.

EARTHWORKS

1

2.

ALL VEGETATION AND SOILS CONTAINING ORGANIC AND DELETERIOUS MATERIAL
SHALL BE STRIPPED FROM THE CONSTRUCTION AREA AND REMOVED FROM SITE.
EXPOSED CONSTRUCTION AREAS SHALL BE PROOF ROLLED USING A VEHICLE
WITH TARE OF AT LEAST 5 TONNES IN THE PRESENCE OF THE SUPERINTENDENT
AND A REPRESENTATIVE JTC CONSULTING ENGINEERS. AREAS DEMONSTRATING
EXCESSIVE MOVEMENT SHALL BE TREATED IF POSSIBLE, OR REMOVED TO
COMPETENT MATERIAL AND REPLACED WITH COMPACTED SELECT FILL.
ALL SOFT, WET OR UNSTABLE MATERIAL IS TO BE REMOVED AS DIRECTED BY THE
SUPERINTENDENT/ENGINEER AND REPLACED WITH APPROVED MATERIAL
SATISFYING THE REQUIREMENTS LISTED BELOW.
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 BETWEEN 2% - 15%
D. — MINIMUM CBR 10%

E. — LIQUID LIMIT NOT EXCEEDING 40%

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.

CONCRETE

1.

2.

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS
OF AS 3600 AND AS1379, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
CONCRETE QUALITY:

TYPE OF ASSESSMENT: PLANT/PROJECT

REFER TO CONTRACTOR FOR METHOD OF PLACEMENT.

ELEMENT CONCRETE GRADE SLUMP MAX. AGG. SIZE
FOOTINGS N32 50-100 20mm
SLAB N32 50-100 20mm
SUSPENDED SLAB N32 50 - 100 20mm
WALLS N32 50-100 20mm
ALL CONCRETE SHALL BE ADEQUATELY TRANSPORTED, PLACED, AND
COMPACTED.

CONSTRUCTION JOINTS SHALL BE MADE ONLY WHERE SHOWN ON THE DRAWINGS
OR WHERE APPROVED BY THE SUPERINTENDENT.

BEAM DEPTHS ARE DESIGNATED FIRST AND INCLUDE SLAB THICKNESS IF ANY.
SPRAY THE PLASTIC CONCRETE SURFACE WITH AN APPROVED ALIPHATIC
ALCOHOL IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS
DURING PLACEMENT OF CONCRETE.

ALL CONCRETE SURFACES SHALL BE CURED BY AN APPROVED METHOD FOR
SEVEN DAYS IMMEDIATELY AFTER CONCRETE IS HARD.

ALL REINFORCEMENT SHALL COMPLY WITH THE CURRENT EDITIONS OF AS1302,
AS1304 AND SHALL BE DESIGNATED THUS:

N - HOT ROLLED DEFORMED BARS- —- GRADE 500N
R - PLAIN ROUND BARS - GRADE 250R
F - WELDED WIRE FABRIC - GRADE 450F
Ww - STEEL WIRE, PLAIN & DEFORMED- GRADE 450W

ALL FABRIC SHALL BE SUPPLIED IN FLAT SHEETS.

ALL CONCRETE COVER TO REINFORCEMENT |S SHOWN TO THE PRINCIPLE
REINFORCEMENT ONLY AND SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN
ON THE DRAWINGS.

ELEMENT TYPE OF FORMWORK
FORMED & SHELTERED FORMED & EXPOSED NO FORMWORK
FOOTINGS - - 50
BEAMS 45 45 -
SLABS 20 45 -
WALLS 20 45 -

WELDING OF THE REINFORCEMENT SHALL NOT BE PERMITTED UNLESS SHOWN ON
THE DRAWINGS.

NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR APPROVAL
OF THE ENGINEER. THE CONCRETE COVER TO EMBEDDED PIPES OR CONDUITS
SHALL BE A MINIMUM OF 20mm.

ALL FORM WORK AND PROPPING TO SUSPENDED SLABS AND BEAMS SHALL
REMAIN IN POSITION FOR 14 DAYS AFTER PLACING CONCRETE UNLESS SPECIFIED
OTHERWISE. SUCH FLOORS SHALL REMAIN UNLOADED FOR 28 DAYS.
CONTRACTOR TO PROVIDE MORTAR UNDER STEEL COLUMNS AND BASE PLATES
AS SPECIFIED.

)

EENIE CREEK SERVICE ROAD

#8 EENIE
CREEK ROAD

LOT 9

Deke

; Pa

DRAINAGE ~—
EASEMENT a |

COMMERCE COURT

 

INDUSTRIAL BUILDING

 

 

 

 

 

 

 

 

 

 

 

 

COHESIVE COHESIONLESS
LOCATION STD COMPACTION —_DENSITY INDEX
BUILDING AREAS 98% 75%.
SERVICE TRENCHES 95% 70%
PAVEMENT AREAS
TOP 400mm BELOW ‘00% 40%
SUBGRADE LEVEL
- BELOW TOP 400mm 95% 75% LOCALITY PLAN
LANDSCAPED AREAS 80% 65% SCALE 1:1000
03 SW T: (07) 5443 6585 g UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
Euic. & OVER SCALED MEASUREMENTS, VERIFY ALL ON -
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Page 4

 

 

LEGEND

FFL - FINISHED FLOOR LEVEL
FSL - FINISHED SURFACE LEVEL
FGL - FINISHED GROUND LEVEL
GL- GRATE LEVEL

 

 

 

STORMWATER PIT SCHEDULE

— 600mm SQ. GRATED PIT

[450mm SQ. GRATED PIT

LOT 9 ON SP 232770
AREA = 1409.32 SQ.M

TOWN OF NOOSAVILLE
NOOSA SHIRE COUNCIL

CONTRACTOR TO SHAPE
LAND TO ENSURE ADEQUATE
FALL AWAY FROM SLABS

 

 

 

 

 

 

 

 

 

 

 

°
»
=
So
oo
-
©
N
3
1 $3
EXISTING CONCRETE HARDSTAND
TO REMAIN. EXISTING DRAINAGE INVERT OF SEWER
SYSTEM TO REMAIN APPROX. LOCATION AT EAST BOUNDARY
INVERT OF SEWER OF EXISTING SEWER APPROX. 14.96m

AT WEST BOUNDARY
APPROX. 16.33m

Ss
wt

    
  
 
    
 

  

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INDICATES SCREW PIERS DIRECTLY EITHER SIDE OI

SEWER TO BE FOUND BELOW SEWER INVERT. ALL —
SCREW PIERS TO BE FOUND 300mm MIN. BELOW SEWER

ZONE OF INFLUENCE IN ACCORDANCE WITH QDC (MP‘.4).

TYPICAL. REFER SECTION AND DETAILS ON SHEET S3

 

 

 

180150’

 

 

 

29.945

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=

ps
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ot

 

 

a)
a <g Le:
x

—O

 

 

= REFER IPWEA STD DRAWING NO. RS-051

. No
g&— Sy HEAVY DUTY CONCRETE CROSSOVER
; a 632
nay (REV F) FOR CONSTRUCTION DETAILS

SITE LEVEL PLAN
SCALE 1:200

 

EARTHWORKS NOTES

1.
2.
3.

4.

ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798-1996.

STRIP ALL VEGETATION & TOPSOIL & REMOVE FROM SITE.

CONTROL TESTING OF EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH AS3798.
GEOTECHNICAL CERTIFICATION TO BE TO LEVEL 2.

ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO THE FOLLOWING STANDARDS (UNO).

4A. COHESIVE MATERIAL - FILL SHALL ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF 98% STD

SUBGRADE SHALL ACHIEVE 98% STD M.D.D.R.

42. NON COHESIVE MATERIAL - FILL SHALL ACHIEVE A MINIMUM DENSITY INDEX RATIO OF 80%.

FIELD DENSITY TESTS SHALL BE UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 200m? DISTRIBUTED
REASONABLY EVENLY THROUGHOUT FULL DEPTH AND AREA OR THREE TESTS PER VISIT, WHICHEVER
REQUIRES THE MOST TESTS. FIELD DENSITY TESTS OF EXCAVATED SOFT GROUND SHALL BE
UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 100m° DISTRIBUTED REASONABLY EVENLY
THROUGHOUT FULL DEPTH AND AREA.

FIELD DENSITY TESTING OF TRENCH BACKFILL SHALL BE UNDERTAKEN AT A FREQUENCY OF 1 TEST PER
2 LAYERS PER 20 LINEAR METRES.

 

GRADE (*%)

KERB & GUTTER

T
| |

L1500 1500 |, 3865 38a
nn 4

12.5% 2.5% 4.26% 1.3% 3.88%
|
|
|

x,

Ss 1 FEL 19.100

LS

oe

%,
~~ — %

x.
— SB BOUNDARY

iz,

1
|
|
|
|
1
| I
6450 |

DRIVEWAY GRADING (INVERT)
SCALE 1:200

2% GRADE 1.67% GRADE

 

TYPICAL DRIVEWAY CROSS SECTION
SCALE 1:100

 

 

COMPACTED FILLING

ALL COMPACTED FILL SHALL BE MATERIAL OF MINIMUM CBR 15%. THE MAXIMUM PERCENTAGE (BY MASS)
OF MATERIAL PASSING THE 0.425mm SIEVE SHALL BE 22%. THE MAXIMUM LIQUID LIMIT OF THE FINES
COMPONENT OF THE MATERIAL SHALL BE 28% AND THE MAXIMUM PLASTICITY INDEX SHALL BE 6%. THE
GRADING CURVE OF THE MATERIAL SHALL BE SMOOTH WITH 100% OF MATERIAL PASSING THE 19mm
SIEVE. ALL COMPACTED FILL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT TO 100%
COMPACTION TO AS1289 - £1.1. ALL FILL SHALL BE PLACED IN COMPACTED LAYERS OF NO MORE THAN
150mm THICK. THE CONTRACTOR IS TO CARRY OUT ONE COMPACTION TEST PER EVERY 500m?, FOR
EVERY SECOND LAYER OF FILL.

REMOVE ALL EXISTING FILL FROM THE SITE. COMPACT THE TOP 300mm OF THE NATURAL GROUND
UNDER THE BUILDING TO A DISTANCE OF 1.5m BEYOND THE EXTERNAL PERIMETER OF THE BUILDING TO
100% MODIFIED COMPACTION. THE COMPACTED FILL (AS PER CF.1.) SHALL BE COMPACTED IN LAYERS TO
95% STANDARD COMPACTION TO WITHIN 300mm OF THE FINISHED GROUND LEVEL. THE REMAINING
300mm OF FILL SHALL BE COMPACTED IN TWO LAYERS TO 95% STANDARD COMPACTION. COMPACT ALL
FILL TO A DISTANCE OF 1.5M BEYOND THE EXTERNAL PERIMETER OF THE BUILDING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 5

 

BLOCK WALL TO FUTURE
SPECIFICATIONS

 

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eT

 

 

FOOTINGS & SLAB TO

 

FUTURE SPECIFICATIONS —~ ¥
BY ENGINEER

 

 

 

 

 

 

 

 

1
SCREW PIERS DIRECTLY BESIDE
SEWER TO BE FOUND BELOW +9——=|
SEWER INVERT. TYPICAL
1450 MIN.
PERP. TO SEWER

FOUND ALL SCREW PIERS
300mm MIN BELOW THE ZONE
OF INFLUENCE. TYPICAL

“FP,

Za

2720 MIN.

 

 

 

 

NOTE: ACTUAL DEPTH OF
SCREW PIERS TO BE
DETERMINED BY
CONTRACTOR ONSITE.
CONTRACTOR TO ENSURE
A SAFE DISTANCE
BETWEEN SCREW PIERS
AND SEWER AS TO NOT
DAMAGE EXISTING SEWER
DURING INSTALLATION.

 

 

$

 

 

b

EXISTING 0150 uPVC SEWER LINE.
APPROX. INVERT LEVEL 16.33m
|

SECTION
SCALE 1:20

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

BLOCK WALL TO FUTURE BLOCK WALL TO FUTURE
SPECIFICATIONS SPECIFICATIONS
de
TT
FUTURE SPEGIF'CATIONS >| " FOOTINGS & SLAB TO
BY ENGINEER |+—FUTURE SPECIFICATIONS
BY ENGINEER

 

 

 

|
SCREW PIERS DIRECTLY BESIDE
SEWER TO BE FOUND BELOW =——+
SEWER INVERT. TYPICAL

  
   

1450 MIN.
PERP. TO SEWER

— MIN.

FOUND ALL SCREW PIERS
300mm MIN BELOW THE
ZONE OF INFLUENCE.
TYPICAL

 

 

   

 

 

 

 

 

 

 

 

 

 

 

NOTE: ACTUAL DEPTH OF
SCREW PIERS TO BE
DETERMINED BY
CONTRACTOR ONSITE.
CONTRACTOR TO ENSURE
7 ASAFE DISTANCE
BETWEEN SCREW PIERS
AND SEWER AS TO NOT
DAMAGE EXISTING SEWER
DURING INSTALLATION

 

 

fet,

EXISTING @150 uPVC SEWER LINE.
APPROX. INVERT LEVEL 15.49m
|

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    

 

 

 

FOUND ALL SCREW PIERS
300mm MIN BELOW THE ZONE
OF INFLUENCE. TYPICAL

NOTE: ACTUAL DEPTH OF SCREW
PIERS TO BE DETERMINED BY
CONTRACTOR ONSITE. CONTRACTOR
TO ENSURE A SAFE DISTANCE
BETWEEN SCREW PIERS AND SEWER
AS TO NOT DAMAGE EXISTING SEWER
DURING INSTALLATION.

 

 

1940 PERP. TO SEWER

 

 

 

 

 

 

 

 

 

SCREW PIERS DIRECTLY BESIDE
[> SEWER TO BE FOUND BELOW
SEWER INVERT. TYPICAL

| ra

EXISTING 0150 uPVC SEWER LINE.
APPROX. INVERT LEVEL 14.96m

 

 

 

 

 

 

 

 

 

 

 

 

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y=
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SPECIFICATIONS tet) B | SCALE 1:20
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ra SECTIONS AND DETAILS 8
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NOTE: SCREW PIERS
secret roms
BOUNDARY TOBE FOUND RY ENGINEER
BELOWBASEOFEXISTNG & ae
FOOTINGS OF EXISTING 3 UW
STRUCTURES. ACTUAL S a |___EXISTING RETAINING
DEPTH OF SCREW PIERS WALL TO REMAIN
TO BE DETERMINED BY
CONTRACTOR ONSITE. |
EXISTING FOOTINGS EXISTING CARPARK SLAB
fo &SLAB
SCALE 1:20 SECTIONS NEAR SEWER SCALE 1:20
SCALE 1:50
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SELECTED FLASHING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REFER ARITECTURALS
SELECTED FLASHING.
REFER ARITECTURALS
ROOF DRAINAGE SCHEDULE
EG1 QUAD 175 GUTTER
DP1 9150 DOWNPIPE
SELECTED FLASHING. _| |___ SELECTED FLASHING.
REFER ARITECTURALS REFER ARITECTURALS
DP1
EGi——_DP1
oO}
=—EGi AP DP
SCALE 1:100
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Page 7

 

STORMWATER MANAGEMENT:

1. ROUTINE MAINTENANCE OF THE STORMWATER SYSTEM
SHALL BE THE RESPONSIBILITY OF THE BUILDING OCCUPIER
AND OR BODY CORPORATE. QUALIFIED CONTRACTORS
SHALL BE ENGAGED TO CARRY OUT REGULAR INSPECTIONS
& MAINTENANCE.

2. THE OBJECTIVE OF THE WATER QUALITY MANAGEMENT
SYSTEM FOR THE PROPOSED DEVELOPMENT IS TO
PROTECT AND ENHANCE THE NATURAL WATER SYSTEMS IN
ACCORDANCE WITH THE POLICIES OF THE SUNSHINE
COAST REGIONAL COUNCIL.

3. PROPRIETARY PRODUCT INFORMATION SHALL BE OBTAINED
FROM THE PRINCIPLE CONTRACTOR ON COMPLETION OF
THE CONSTRUCTION AND FORM PART OF THE
MAINTENANCE PLAN

4, ALL MAINTENANCE INSPECTIONS SHALL BE RECORDED AND

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
 
    
 
  

8 STORMWATER PIT SCHEDULE
l 18 zc GP1 600mm SQ. PIT - REFER IPWEA STANDARD
1948-40 NB 3 DRAWING DS-050
18.4) ©
LA wwe
x 18.38 X1B41 1S
1843 x 18.40 18°
rete Area
X 18.47
x 18.42 4—-————
18.36 18.47 18.4.4 18.43

18.61 Extinguished Boundary

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
 

 

 

 

 

 

 

    

 

 

  

 

 

 

 

 
 
 
  
    
     

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

18.47
KEPT WITH THIS PLAN x1 ia 19.59 - ~N
. bs S K 18.44
FIELD INLETS: —saqs STORMWATER PIPE SCHEDULE
1. FUNCTION Q
x
1.1. RECEIVE STORMWATER RUNOFF FROM PAVEMENT 19.60 © K TESS SP1 2250 uPVC
AREAS, $P2 1500 uPVC
2. MAINTENANCE
2.1. REGULAR INSPECTIONS OF GRATE & CHAMBER
REMOVE LITTER & SEDIMENT FROM GRATES AND °
FLOORS OF CHAMBERS. »
PIPED DRAINAGE OVERFLOWS: 1954 18.34
1.FUNCTION 5 |
1.1. CONVEY SURFACE RUNOFF SHOULD THE PIPED o
DRAINAGE SYSTEM SURCHARGE. a2 pew
2. MAINTENANCE 2 II 18.34
2.4, ENSURE CLEAR FLOW IS MAINTAINED. * g w
Me
ROOF WATER TANKS: 5 S
1. FUNCTION ss 3
1.1. TO COLLECT RUNOFF FROM ROOFED AREAS AND w 5
RE-USE FOR LANDSCAPE IRRIGATION, TOILET fs S
FLUSHING AND CLEANING PURPOSES. ATTENUATES =n w
STORMWATER FLOWS FROM THE SITE. ns AS aA Q
2. MAINTAINANCE T8/8S soa ueve @ 1100 ras Bee sue wl ei| &
2.1. REGULARY CHECK ROOF GUTTERS AND STRAINER AT = 1508 uPVC @1100 18.91 18.45 1:20 ARI te=5mins 1=253mm/hr
THE TANK INLET CLEAN AS REQUIRED. UNDERTAKE 3 ® 5 CONTRIBUTING PIPE
MONTHLY CHECKS OF THE OVERFLOW OUTLET TO 8.93 Sk 3 | 5 PIPE RUN RUNOFF AREA (m?) | (US) | PIPESPECIFICATION | capacity (Lis)
ENSURE NO BLOCKAGES HAVE OCCURRED. : 5;
L, :
UNDERTAKE ANNUAL INSPECTIONS TO CONFIRM THE 43 94 3 ee ppt T0 GP 2667 1874 1500 uPVC @ 1:100 234
VOLUME OF SEDIMENT IN THE BASE OF THE TANK. GPT) IL 18.400 bo GP1 TO EXISTING 450mm 435.5 306 2250 uPVC @ 1:100 68.6
DESLUDGE AS REQUIRED. 1818 a) & ip R | SQ FIELD INLET
x 18.81 GL 18.800 ag ES
255
4— |] EXISTING FIELD INLET
IL 17.500
DRAINAGE EASEMENT Ab EXISTING 300 ROP
EXISTING 3008,RCP
SAS
7886
SCALE 1:200
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Page 8

 

NOTES:

1. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE
FOLLOWING:

a) ARCHITECTURAL DRAWINGS

b) APPROVED COUNCIL PLANS

c) CSIRO BTF 18 GUIDE

d) APPENDIX A&B

2. CCJ- DENOTES CRACK CONTROL JOINT LOCATIONS. CUT
EVERY STRAND OF FABRIC CROSSING JOINT. PROVIDE TOOLED
JOINT WHILE CONCRETE IS STILL GREEN.

3, ALL EARTHWORKS TO BE COMPACTED TO 95% (STANDARD)
OF ITS RELATIVE DRY DENSITY. REFER SITE INVESTIGATION
REPORT.

4, MINIMUM CONCRETE STRENGTH fc = 32MPa NOMINAL SLUMP
OF 80mm. FLOORS SUBJECT TO PNEUMATIC-TYRED TRAFFIC
MINIMUM CONCRETE STRENGTH fc = 32MPa.

5. LAP ALL REINGFORCEMENT 40x NOMINAL BAR DIA.

6. BAR CHAIRS SUPPORTING SLAB FABRIC TO BE NO MORE
THAN 800mm APART, (AT LAPS 400mm)

7. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPENCIES.

 

NOTE: REFER ARCHITECTURALS
FOR ALL SET OUT DIMENSIONS

 

 

CONCRETE DRIVEWAY CONSTRUCTION NOTES|
. _ ALL CONCRETE TO CAR PARK |S TO BE fc = 32MPa

SLUMP 50mm - 80mm

MAX WATERICEMENT RATIO = 0.6

FINISH SURFACE OF CONCRETE WITH A LIGHT BROOM
CONCRETE 150mm THICK REINFORCED WITH 1 LAYER OF
$L82 FABRIC 40 MIN TOP COVER

aa)

 

 

CURING NOTE: **IMPORTANT NOTE*

1. THE CONTRACTOR IS TO APPLY ALIPHATIC ALCOHOL TO
THE SURFACE OF THE SLAB IMMEDIATELY FOLLOWING
SCREEDING & BULL FLOATING. THE ALIPHATIC ALCOHOL
1S TO BE RE-APPLIED IMMEDIATELY AFTER EACH
SURFACE OPERATION. THE ALIPHATIC ALCOHOL IS TO BE
APPLIED STRICTLY IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS.

THE CONCRETE IS TO BE COVERED BY AN IMPERVIOUS
SHEET AND WET CURED FOR A MINIMUM OF SEVEN DAYS.
THE CURING OPERATION IS TO COMMENCE ON THE SAME
DAY THE CONCRETE IS CAST.

SAW CUT JOINTS 45mm DEEP ARE TO BE INSTALLED WITH
AN EARLY AGE CONCRETE SAW AS SOON AS POSSIBLE
AFTER THE SLAB HAS BEEN CAST AND WITHIN 1HR
FOLLOWING THE FINAL SCREED.

rey

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SHARED SPACE AS 5 «K 18 82
renasanos “© X15 -teomm THK SLAB SL82 MESH d 3
50mm COVER. 32MPa CONCRETE I LR
9 | -
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| 9 4 EF INDICATES 3/N12 BARS OR
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”n UNDERSIDE OF TOP MESH. l 7

 

 

 

  

 
   

 

 

 

 

 

 

 

 

 

 

   

HEAVY DUTY CONC

ETE CROSSOVER
REFER IPWEA STD DRAWING NO. RS-051

(REV F) FOR CONSTRUCTION DETAILS

CONCRETE JOINT PLAN
SCALE 1:100

 

 

yUog fo u

—
CO
ff
Ul

   
 

 

REINFORCEMENT NOTES

1. SYMBOLS IN DRAWINGS FOR GRADE AND STRENGTH OF
REINFORCEMENT ARE:
1.1. SL OR RL - DENOTES WELDED WIRE REINFORCING MESH
TO ASINZS 4671:2001
2. SLAB MESH IS TO BE LAPPED BY ONE FULL PANEL OF MESH
SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF
EACH PANEL LAP AS SHOWN BELOW.

— — ———

 

 

 

 

——— es

3. WELDING OF REINFORCEMENT INCLUDING TACK WELDING
FOR FIXING PURPOSES SHALL COMPLY WITH AS3600:2009
AND AS1554.3:2008. WELDING IS PERMITTED ONLY WHERE
SHOWN IN THE DRAWINGS OR WHERE OTHERWISE
APPROVED BY THE ENGINEER.

4, LAP ALL REINFORCEMENT A DISTANCE OF 40 x THE NOMINAL
BAR DIAMETER, BUT NO LESS THAN 500mm.

5. BAR CHAIRS SUPPORTING SLAB FABRIC ARE TO BE NO MORE
THAN 800mm APART IN GENERAL, AND 400mm APART AT
LAPS.

6. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES.

 

NOTE: PROVIDE 10mm ABLEFLEX WITH
SIKAFLEX (OR EQUIVILENT) SEAL OVER
TO EDGE OF SLAB WHERE BOUNDED BY
BUILDING. TYPICAL

 

La 2 T: (07) 5443 6585

Fh F: (07) 5479 1754
jtcengineers.com.au
i

JTC

CONSU
ENGIN

[email protected]

PO BOX 5960

MAROOCHYDORE BC

QLD 4558

 

UEC PIL

CLIENT

 

PROPOSED INDUSTRIAL BUILDING

 

 

8 EENIE CREEK ROAD

 

NOOSAVILLE, QLD

 

17/10/2016

OP WORKS APPROVAL

 

 

JOB DESCRIPTION ISSUE

 

DATE

 

EVENT

 

FIGURED DIMENSIONS TO TAKE PRECEDENCE
OVER SCALED MEASUREMENTS, VERIFY ALL ON
SITE DIMENSIONS & LEVELS WITH THE SUPPORTING
DOCUMENTATION PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

 

 

 

 

 

APPROVED 216130
TOUNTITMUS [SCALE SHOWN
RPE.Q.4092 DATE: 1710/2016
SIGNED [oRAWn: 1s
- [SHEET: $6

 

 

 

Page 9

 

CONSTRUCTION NOTES:

GENERAL NOTES

G.1. THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE ARCHITECTS AND
OTHER CONSULTANTS DRAWINGS AND
SPECIFICATIONS. ANY DISCREPANCY TO BE
REFERRED TO THE ENGINEER IN WRITING.

G.2, ALL DIMENSIONS ARE TO BE CHECKED ON
SITE AND VERIFIED BY THE CONTRACTOR
BEFORE WORK COMMENCES.

G.3. DIMENSIONS SHALL NOT BE OBTAINED BY
SCALING THE STRUCTURAL DRAWINGS.

COMPACTED FILLING

CF.1. ALL COMPACTED FILL SHALL BE MATERIAL
OF MINIMUM CBR 15%. THE MAXIMUM
PERCENTAGE (BY MASS) OF MATERIAL PASSING
THE 0.425mm SIEVE SHALL BE 22%, THE
MAXIMUM LIQUID LIMIT OF THE FINES
COMPONENT OF THE MATERIAL SHALL BE 28%
AND THE MAXIMUM PLASTICITY INDEX SHALL BE
6%. THE GRADING CURVE OF THE MATERIAL
SHALL BE SMOOTH WITH 100% OF MATERIAL
PASSING THE 19mm SIEVE. ALL COMPACTED
FILL SHALL BE COMPACTED AT OPTIMUM
MOISTURE CONTENT TO 100% COMPACTION TO.
AS1289 - E1.1. ALL FILL SHALL BE PLACED IN
COMPACTED LAYERS OF NO MORE THAN 150mm
THICK. THE CONTRACTOR IS TO CARRY OUT
ONE COMPACTION TEST PER EVERY 500sq.m,
FOR EVERY SECOND LAYER OF FILL.

CF.2. REMOVE ALL EXISTING FILL FROM THE
SITE. COMPACT THE TOP 300mm OF THE
NATURAL GROUND UNDER THE BUILDING TO A
DISTANCE OF 1.5m BEYOND THE EXTERNAL
PERIMETER OF THE BUILDING TO 100%
MODIFIED COMPACTION. THE COMPACTED FILL
(AS PER CF.1.) SHALL BE COMPACTED IN
LAYERS TO 95% STANDARD COMPACTION TO
WITHIN 300mm OF THE FINISHED GROUND
LEVEL. THE REMAINING 300mm OF FILL SHALL
BE COMPACTED IN TWO LAYERS TO 95%
STANDARD COMPACTION. COMPACT ALL FILL
TO A DISTANCE OF 1.5m BEYOND THE
EXTERNAL PERIMETER OF THE BUILDING.

EARTHWORKS NOTES:

1/ ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798-1996.
2/ STRIP ALL VEGETATION & TOPSOIL & REMOVE FROM SITE.
3/ CONTROL TESTING OF EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE
WITH AS3798. GEOTECHNICAL CERTIFICATION TO BE TO LEVEL 2.
4/ ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO THE FOLLOWING STANDARDS
(UNO.)
(1) COHESIVE MATERIAL
FILL SHALL ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF 98% Std
SUBGRADE SHALL ACHIEVE 98% Std M.D.D.R.

(Il) NON COHESIVE MATERIAL
FILL SHALL ACHIEVE A MINIMUM DENSITY INDEX RATIO OF 80%.

5/ FIELD DENSITY TESTS SHALL BE UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 200m3

DISTRIBUTED REASONABLY EVENLY THROUGHOUT FULL DEPTH AND AREA OR THREE TESTS PER
VISIT, WHICHEVER REQUIRES THE MOST TESTS. FIELD DENSITY TESTS OF EXCAVATED SOFT GROUND
SHALL BE UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 100m3 DISTRIBUTED REASONABLY

EVENLY THOUGHOUT FULL DEPTH AND AREA.
6/ FIELD DENSITY TESTING OF TRENCH BACKFILL SHALL BE UNDERTAKEN AT A FREQUENCY
OF 1 TEST PER 2 LAYERS PER 20 LINEAR METRES.

STORMWATER DRAINAGE NOTES:

1/ REFER TO DRAW No. 213023 SHEETS OW1-OW5

CALCULATION TABLES.

2/ ALL PIPES ARE uPVC OR FRC CLASS AS NOTED.

3/ ALL STORMWATER MANHOLES TO BE STD 1050 DIA U.N.O. IPWEAQ DRAW No. SEQ D-010
4/ ALL STORMWATER PITS TO BE IPWEAQ TYPE 2 U.N.O.

CONCRETE CARPARK CONSTRUCTION NOTES:

1/ ALL CONCRETE TO CARPARK TO BE F'c = 32MPa

2/ SLUMP 50mm - 80mm

3/ MAX WATER/CEMENT RATIO = 0.6

4/ FINISH SURFACE OF CONCRETE WITH A LIGHT BROOM

5/ CONCRETE 150mm THICK REINFORCE WITH
No.1-LAYER SL82 FABRIC 50 MIN TOP COVER.

N16 TRIMMER BAR a
CURING NOTE:**IMPORTANT NOTE* fs ec
1/ THE CONTRACTOR IS TO APPLY ALIPHATIC ALCOHOL TO THE SURFACE OF THE SLAB TO PERIMETER & 3
IMMEADIATELY FOLLOWING SCREEDING & BULL FLOATING. THE ALIPHATIC ALCOHOL IS TO — =

BE RE-APPLIED IMMEADIATELY AFTER EACH SURFACE OPERATION. THE ALIPHATIC ALCOHOL

IS TO BE APPLIED STRICTLEY IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.

2/ THE CONCRETE IS TO BE COVERED BY AN IMPERVIOUS SHEET AND WET CURED FOR A MINIMUM
OF SEVEN DAYS. THE CURING OPERATION IS TO COMMENCE ON THE SAME DAY THE CONCRETE

3/ SAW CUT JOINTS 45MM DEEP ARE TO BE INSTALLED WITH AND EARLY AGE CONCRETE SAW
AS SOON AS POSSIBLE AFTER THE SLAB HAS BEEN CAST AND WITHIN 1hr FOLLOWING THE

 

 

 

 

=

150mm THICK SLAB

SL82 MESH 50 TOP COVER

F'c=32MPa

 

MIN 50mm
SAND BED

  

SECTION

SCALE 1:20 (A3)

CONCRETE DETAILS

 
  

COMPACTED SUBGRADE

 

SCALE 1:20

10mm JOINTEX
OR EQUIVALENT. _

g| / -
©

" PIV:
N16 TRIMMER

ABUTTING PAVEMENT
OR OTHER STRUCTURE

 

 

 

 

 

 

 

 

MIN 50mm
SAND BED

 

 

ISOLATION JOINT (IJ)

SCALE 1:20

NOTE: ALL JOINTS TO BE SEALED
PRIOR TO BUILDING HANDOVER

"DANLEY" PLATE DOWEL CRADLES
6mm @ 600 CRS FOR 150mm SLAB

GALVANISED DOWELLS PROVIDE 45mm DEEP SAW CUT TO SLAB

WITH EARLY ENTRY SAW
WITHIN thr AFTER FINAL FLOAT FINISH

 

¢ Poe

| =

 

 

 

 

 

MIN 50mm INDUCED CRACK

SAND BED

 

SAWCUT JOINT (SJ)

SCALE 1:20

6mm x 110mm SQUARE HOT DIPPED GALVANISED
“DANLEY" DIAMOND DOWELS @600 CRS
INSTALLED IN ACCORDANCE WITH THE

APPROVED SEALANT MANUFACTURERS SPECIFICATIONS

 

 

=

 

 

 

 

 

 

MIN 50mm
SAND BED

 

 

CONSTRUCTION JOINT (Cu)

SCALE 1:20

 

 

oe T: (07) 5443 6585

i F: (07) 5479 1754

@ & jtcengineers.com.au

Q&@ [email protected]

MAROOCHYDORE BC
QLD 4558

PO BOX 5960

 

PROPOSED INDUSTRIAL BUILDING

APPROVED

216130

FIGURED DIMENSIONS TO TAKE PRECEDENCE

 

8 EENIE CREEK ROAD

 

OVER SCALED MEASUREMENTS, VERIFY ALL ON

 

SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TITMus SCALE: SHOWN

 

 

NOOSAVILLE, QLD

RP.E.Q. 4092 DATE:

DOCUMENTATION PRIOR TO THE COMMENCEMENT 17/10/2016

 

SIGNED

 

A {17/40/2016 | OP WORKS APPROVAL

OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS

 

 

 

 

 

 

JOB DESCRIPTION ISSUE} DATE EVENT

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

 

 

 

 

SHEET: s7

 

 

Page 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ENVIRONMENT MANAGEMENT PLAN EXISTING BUILDING O° SEDIMENT AND EROSION CONTROL:

» WITH REGARD TO THE SEDIMENT AND EROSION CONTROL

SEDIMENT & EROSION CONTROL 5 DURING THE OPERATIONAL WORKS AND CONSTRUCTION OF

1S THE MINMUM REQUIREMENT TO COVER THE OPERATIONAL SEDIMENT MANAGEMENT DETALS: 1 © INFORMATION AND DETALS WILL BE NCORPORATED INTO OUR

Ll —

WORKS FOR THIS DEVELOPMENT, 1, PROVIDE SILT FENCES AT THE TOE OF ALL FILL DOCUMENTATION.

OBJECTIVE: BATTERS. Fi ©

*  TOCOMPLY WITH ALL STATUTORY REGULATIONS AND 2 PROVIDE CHECK DAMS AT TABLE DRAIN OUTLETS AND N A SEDIMENT FENCE |S TO BE INSTALLED TO THE PERIMETER OF

MAINTAIN THEM DURING CONSTRUCTION. WHERE DIRECTED. We THE SITE AS PER INSTITUTE OF MUNICIPAL ENGINEERING
+ TOMINIMISE SOIL EROSION WITHIN THE DEVELOPMENT 3. PROVIDE TEMPORARY SIL TRAPS AS DIRECTED } AUSTRALIA DRAWING D - 0040, KERB AND FIELD INLETS TO THE
SITE 4. THE ABOVE SILT MANAGEMENT MEASURES ARE T0 BE . STORMWATER SYSTEM SHOULD BE PROTECTED WITH A FILTER
+ TOPREVENT SEDIMENT TRANSPORT FROM THE MAINTAINED UNTIL ACCEPTANCE ‘OF MAINTENANCE’ 1 RDIGATES EXISTING BUILDING OUTLINE SOCKIBAG SEDIMENT TRAP AS A TEMPORARY SEDIMENT
DEVELOPMENT SITE INTO GULLIES, STORMWATER THE ABOVE SILT MANAGEMENT MEASURES ARE DESIGNED IN’ u CONTROL DEVICE TO INTERCEPT AND RETAIN SEDIMENT FROM
DRAINAGE SYSTEMS AND WATERWAYS ACCORDANCE WITH 'SOIL EROSION AND SEDIMENT CONTROL’ 1
; 5 CHANNELLED FLOWS.
MANAGEMENT STRATEGY: BY THE IEA AND MAY BE VARIED BY THE COUNCIL'S ’
* SITE SUPERVISOR TO CHECK STORMWATER FLOWS AS REPRESENTATIVE TO SUIT SITE CONDITIONS. L, THE ENTRY AND EXIT POINT TO THE SITE SHOULD BE
DIRECTED ON PLAN. TURFING AND SEEDING ARE TO BE CARRIED OUT AS SOON AS —s—Ssasr STABILIZED UTILIZING A 150 - 200mm DEEP PAD OF MINIMUM
+ PROVIDE ADDITIONAL SILT FENCES AS REQUIRED PRACTICABLE. REFER TO THE SPECIFICATION FOR SEED MIXES oes s——s ¥ Ul 10mm CRUSHED ROCK OR RECYCLED CONCRETE. THE
TO ENSURE NO SEDIMENT TRANSPORT TO ROAD WAYS AND AND APPLICATION METHODS. —saps— § INDICATES PROPOSED BUILDING OUTLINE 4 MATERIAL SHOULD EXTENT FROM THE KERB TO THE BUILDING
INTO GULLY PITS. I ry ie = pd AREA. BUILDING OPERATIONS SUCH AS TOOL AND PAINT
TASK ATTACH SILT FENCE (GEOFABRICS SF1000 OR EQUIV) TO BASE iF f = 4 WASHING AND BRICK OR TILE MASONRY CUTTING SHOULD BE
. ERECT SEDIMENTATION BARRIERS, AROUND SW PITS, OF TEMPORARY SITE FENCE. BOTTOM OF SILT FENCE TO BE DONE WITHIN THE PROPERTY BOUNDARIES ON A PERMEABLE
AROUND EARTHWORKS AND AS NOTED ON THE PLAN BURIED AS PER MANUFACTURERS SPEC. 5 SURFACE UPSLOPE OF AN INFILTRATION TRENCH.
PERFORMANCE INDICATORS:
¢ SITE SUPERVISOR TO CHECK FOR EROSION AND SEDIMENT 4 oe ALL HARD WASTE SHOULD BE STORED ON SITE IN AWAY THAT
STORMWATER INLET TRAPS 2
“eerie Sets nou ATEAFOCE eG LST ‘Ka RERNEMEAGLOSOLeTOMGGRIMER
: STORMWATER INLET GRATES, WRAP GEOTEXTILE FABRIC wy HW
«SITE SUPERVISOR TO MONITOR PERFORMANCE OF SILT AROUND POSTS FITTED AT EACH CORNER OF THE DRAINAGE 8 IN COVERED BINS.
Zz
RESPONSIBLITY. Dern HEAR GRATE. THE BASE OF THE FABRIC SHOULD BE EMBEDDED IN | ze THE ENTRY / EXIT PAD WILL REQUIRE RE - APPLICATION OF
: SOIL. ze .

«SITE SUPERVISOR TO BE RESPONSIBLE FOR INSPECTIONS. ze CRUSHED ROCK IF EXCESSIVE SEDIMENT BUILD UP OCCURS,

REPORTING: So u ALL EROSION AND SEDIMENT CONTROL DEVICES TO BE

+ ANY SITE WORKMEN TO ADVISE SITE SUPERVISOR IF OR = |\ DESILTED FOLLOWING HEAVY RAINS THAT MAY CAUSE SILT

WHEN ANY FENCE REQUIRES REPAIR. DEPOSITS AGAINST FENCES. ANY DEFECTIVE OR DAMAGED
CORRECTIVE ACTION: DEVICES ARE TO BE RESTORED TO ORIGINAL WORKING ORDER,
«SITE SUPERVISOR TO ARRANGE FOR CLEANING OF U

BARRIERS AND INSTALLATION OF EXTRA FENCES. AS ALL DEVICES ARE TO BE KEPT IN PLACE UNTIL CONSTRUCTION

REQUIRED o HAS BEEN COMPLETED.

PRESTART MEETING of pa bee

* _ APRE-START MEETING SHALL BE CONVENED BETWEEN THE rie mL . ; CONSTRUCTION PROGRAM:

CONTRACTOR AND THE SUPERINTENDENT PRIOR TO ° : _in : EXPOSED GROUND SURFACES THAT HAVE BEEN STRIPPED OF
COMMENCEMENT OF THE OPERATIONAL WORKS, THE © VEGETATION, DISURBED BY CONSTRUCTION MACHINERY AND
AY ATTEND THE MEETING on NSPECTORS N r CHANNELS ARE MAJOR POTENTIAL SOURCES OF SEDIMENT
MAY ATTEND THE MEETING

< y TRANSPPORT FROM THE SITE, EFFECTIVE MEASURES FOR

SITE PREPARATION NOTES S a PREVENTING SEDIMENT TRANSPORT FROM A DEVELOPMENT

ALL ORGANIC MATTER & TOPSOIL SHOULD BE REMOVED FROM g lo SITE INVOLVE MINIMISING THE EXPOSURE OF THE MAJOR

THE SITE & THE EXISTING SURFACE PROOF ROLLED. iT EUS APE ReIA OeASuRES NRO TO RAINFALL

ANY SOFT OR UNSUITABLE GROUND IS TO BE REMOVED & .

REPLACED WITH APPROVED FILL MATERIAL. 4 . DURING BULK EARTHWORKS EXPOSE ONLY SUFFICIENT

ALL NEW FILL MATERIAL |S TO BE COMPACTED & CONFIRMATORY STRAW BALE TRAP Re Lieven BE CONSTRUCTED WITHIN A FEW DAYS

TESTING CARRIED OUT AT REGULAR INTERVALS. 4 H .

SELECT FILL SHOULD HAVE A MAXIMUM PARTICLE SIZE OF = AS DETAILED . INSTALL EROSION AND SEDIMENT CONTROL DEVICES

SMe arenes ae senercogmaa of et Se

LEAST 98% OF THE STANDARD MAXIMUM DRY DENSITY FOR L, ENTRYIEXIT SEDIMENT TRAP INLET PROTECTION COMPLETED EARTHWORKS AS SOON AS POSSIBLE.

COHESIVE MATERIAL OR 70% DRY DENSITY INDEX FOR jr AS PER DETAILS ; | —— AS DETAILED » INSTALL SILT FENCES AROUND ANY STOCKPILED

COHESIONLESS MATERIAL. 30h ese ss S oO EARTHWORK MATERIAL OR TOPSOIL.

ADEQUATE SITE DRAINAGE SHOULD BE MAINTAINED TO ENSURE [sp SE * PLACE ROCK CHECK DAMS IN EXCAVATED TABLE DRAINS

STORMWATER RUNOFF IS DISCHARGED OFF THE SITE VIA THE 1 2’ AND TURF THE DRAINS AS SOON AS THEY ARE

NATURAL FLOW PATHS AND NOT TO CAUSE NUISANCE TO ANY NOTE: TRAFFIC CONTROL TO COMMERCE COURT 0. EXCAVATED TO PROFILE.

ADJACENT PROPERTY. DURING CONSTRUCTION TO BE IN ACCORDANCE «PLACE SAND BAG SILT TRAPS ACROSS ROAD

WITH THE LOCAL COUNCIL REQUIREMENTS. THE CONSTRUCTION AREAS,
SCOUR & EROSION PROTECTION CONTRACTOR IS TO ENSURE ALL TRAFFIC SAFETY + PLACE SILT FENCING ALONG THE DOWNSTREAM EDGE OR
MEASURES ARE ADHERED TO INCLUDING THE CONTOUR OF MAJOR EARTHWORK AREAS AND FURTHER

MEASURES PROVISION OF ON SITE PERSONAL TO CONTROL SILT FENCES PROGRESSIVELY UPHILL AT MAXIMUM 30M

NOTES: SILT MANAGEMENT WORKS SHALL INCLUDE, BUT SHALL TRAFFIC FLOWS AS REQUIRED AND INCLUDING CENTRES.

NOT BE LIMITED TO: TRAFFIC CONTROL DEVICES IN ACCORDANCE

1. THE PROVISIONS OF PART 9 OF QUDM SHALL BE STRICTLY WITH THE CURRENT AUSTRALIAN STANDARDS.

ADHERED TO. THE CONTRACTOR SHALL ENSURE MINIMUM SILT

LOSS FROM THE SITE

2. MAINTAIN ENVIRONMENT PROTECTION WORKS FOR THE

DURATION OF THE PROJECT, REGULARLY CHECK & REPLACE

DURATION OF THE PROJECT RE EROSION & SEDIMENT CONTROL PLAN

3, CONTROL DUST DURING THE COURSE OF THE WORKS BY SCALE 1:200

REGULAR DAMPENING OF EXPOSED EARTHWORKS,

{ ) haw SP T: (07) 5443 6585 & [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
Fle (07) 5479 1754 _8 8 EENIE CREEK ROAD OVER SCALED MEASUREMENTS. VERIFY ALON, F>==——— era SOM
aw gé SITE DIMENSIONS & LEVELS WITH THE SUPPORTING DATE TOON
2S jtcengineers.com.au Sa NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RFE £002 :

Zo sea OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: 18

5 5 © [email protected] © 2 3 A _ | 47/1012016 | OP WORKS APPROVAL

B a =o
ow ~ CLIENT JOB DESCRIPTION ISSUE_| DATE EVENT ENGINEER INMEDIATELY OF ANY DISCREPANCIES, SHEET: S8

 

 

 

 

 

 

 

 

 

 

Page 11

 

NOTES:

1.

GENERAL
A. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE

DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.

B. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS
TO BE INSTALLED AND BE OPERATIONAL BEFORE
COMMENCING UP-SLOPE EARTHWORKS.

C. ALL CONTROL MEASURES TO BE INSPECTED AT LEAST
WEEKLY AND AFTER SIGNIFICANT RUNOFF
PRODUCING STORMS.

D. CONTROL MEASURES MAY BE REMOVED WHEN
ON-SITE EROSION IS CONTROLLED AND 70%
PERMANENT SOIL COVERAGE |S OBTAINED OVER
ALL UPSTREAM DISTURBED LAND.

E. INAREAS WHERE RUNOFF TURBIDITY |S TO BE
CONTROLLED, EXPOSED SURFACES TO BE EITHER
MULCHED, COVERED WITH EROSION CONTROL
BLANKETS OR TURFED IF EARTHWORKS ARE
EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.

F. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY
OPTION WHICH GENERALLY SHOULD NOT BE USED IF
OTHER OPTIONS ARE AVAILABLE.

G. ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO
BE INSTALLED IN ACCORDANCE WITH THE |.E.AUST
SOIL EROSION & SEDIMENT CONTROL MANUAL, AS
DETAILED ON THIS PLAN, OR AS REQUIRED FOR
COMPLIANCE WITH THE REQUIREMENTS OF THE
ENVIRONMENTAL MANAGEMENT PLAN.

SEDIMENT FENCE

A. NOT TO BE LOCATED IN AREAS OF CONCENTRATED
FLOW.

B. NORMALLY LOCATED ALONG THE CONTOUR WITH A
MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH
OF FENCE.

C. WOVEN FABRICS ARE PREFERRED, NON-WOVEN
FABRICS MAY BE USED ON SMALL WORK SITES, LE.
OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON
SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS NOT
EXPECTED.

D. WHERE FENCES NEED TO BE LOCATED ACROSS THE
CONTOUR THE LAYOUT SHALL CONFORM TO 'TYPICAL
LAYOUT ACROSS GRADE’.

E. FENCES ARE REQUIRED 2M MIN FROM TOE OF CUT OR

 

 

SEDIMENT CONTROL - CONCENTRATED FLOW

PROVIDE 50mm AGGREGATE OR
GOBBLES 200 - 300mm DEEP AT ENTRY
FOR TRAFFICKING DURING EXCAVATION.

   
    
      
 
   
 
  
   
 

GRAVEL FILTER, REFER GRADING
B, TABLE 9 OF QT SPECIFICATION
MRS11.05, EXCLUDE MATERIAL

FINER THAN AS SIEVE 2.36mm

GEOTEXTILE FABRIC
UNDER. BIDUM A34
OR EQUIVALENT

RUNOFF FROM
PAD DIRECTED TO
SEDIMENT TRAP

TEMPORARY
CONSTRUCTION
ENTRY/EXIT

CENIMENT

STRAW BALES
STAKED TO GROUN

 
 
   
  
  
 
  
 
    
      

SMALL RIP-RAP OUTLET

3 TO HALF HEIGHT OF BALES,
/\\ BATTERS 12K
PLAN a
STRAW BALE AND STONE TRAP

 

 

 

 

 

CONCRETE MASONRY BLOCKS INLET WITH GRATE

(150 SERIES)

CONCRETE MASONRY BLOCKS
12mm WIRE NETTING (150 SERIES)

ALL SIDES
OVERFLOW
RUNOFF WATER \

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WITH SEDIMENT [| [| [\
——s = utereo WATER
d AAA
SEDIMENT
FIELD INLET WITH GRATE

 

 

FIELD INLET SEDIMENT TRAP

PLACE AT EACH INLET PIT WHERE INFLOW IS ALLOWED DURING CONSTRUCTION.

  
 
  
  
    
 
  
 
 
 
 
   
 
 

 

FILL BATTERS, WHERE NOT PRACTICAL ONE FENCE SL62 MESH TYPICAL. SL62 MESH TYPICAL.
CAN BE AT THE TOE WITH A SECOND FENCE 1M MIN DISTURBED AREA CAP CUT ENDS AS REQ'D DISTURBED AREA CAP CUT ENDS AS REQ'D
AWAY. FENCE SHOULD NOT BE LOCATED PARALLEL
WITH TOE F CONCENTRATION OF FLOW WILL OCCUR 3000mm MAX POST 3000mm MAX POST
3, TEMP CONSTRUCTION ENTRYIEXIT SEDIMENT TRAP. SPACING WITH MESH ELECTED GEOTEXTILE SPACING WITH MESH SELECTED GEOTEXTILE
A. ADJACENT STORMWATER RUNOFF TO BE DIVERTED Ry 2000mm WITHOUT FILTER FABRIC Ry 2000mm WITHOUT FILTER FABRIC
AWAY FROM ENTRYIEXIT. Nor bY Nope iY
B. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED A
DURING WET WEATHER FIE TO STAKE WITH
4, SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, SHADE CLOTH FASTENER SHADE CLOTH FASTENER
INCORPORATE TRAFFIC CONTROL DEVICES TO THE 1 ORTIE TO PICKET 150 DEEP x 300 WIDE CRUSHED OR TIE TO PICKETS
SATISFACTION OF THE SUPERINTENDENT. | OR GRANULAR MATERIAL P
5. ALL DIMENSIONS IN MILLIMETRES UNLESS INDICATED GEOTEXTILE ANCHORAGE y
OTHERWISE. Ae fi a 50x50 HWD STAKES OR 0x50 HWD STAKES OR
Z\- STAR PICKETS 1200 STAR PICKETS 1200
oe LONG TYPICAL. DRIVE Ss LONG TYPICAL. DRIVE
600mm MIN INTO SOIL 600mm MIN INTO SOIL
200mm COMPACTED A ae
BACKFILL GEOTEXTILE B\ voce
ANCHOR TYPICAL aL UNDISTURBED AREA UNDISTURBED AREA

TYPICAL SEDIMENT FENCE ELEVATION

 

 

TYPICAL SEDIMENT FENCE ELEVATION

 

 

 

 

 

 

 

 

 

 

 

 

OPTION A EROSION & SEDIMENT CONTROL DETAILS OPTION B
NOT TO SCALE ‘
0) DO 2 7: (07) 5443 6585 @ [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DMENSIONS TO TAKEPRECEDENce | APPROVED 216130
= & OVER SCALED MEASUREMENTS. VERIFY ALL ON -
is F: (07) 5479 1754 ge 6 FENIE GREEK ROAD SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TiTmus  }SCALE: SHOWN
- ae jtcengineers.com.au 288 NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RFE £002 DATE: 17/4012016
= 5 S [email protected] SES ‘A__ [17/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS
om Jiceng COMA SS SYA ee JOB DESCRIPTION issue Voate | event ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, SHEET. 2

 

 

 

 

 

 

 

 

 

 

Page 12

 

WORK HEALTH & SAFETY NOTES

THESE WORK HEALTH & SAFETY NOTES MUST BE PROVIDED TO ALL OWNERS, BUILDING CONTRACTORS, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS,
OPERATORS, MAINTENANCE PERSONNEL, DEMOLITION CONTRACTORS, & ALL OTHERS ASSOCIATED WITH PERFORMING WORK ON/OR WITHIN THE BUILDING &
SURROUNDS. THE WORK HEALTH & SAFETY NOTES ARE TO BE FULLY READ & UNDERSTOOD BY ALL PERSONS PRIOR TO COMMENCING ANY WORK.

 

1. FALLS, SLIPS, TRIPS 3. TRAFFIC MANAGEMENT 6. HAZARDOUS SUBSTANCES 8. PUBLIC ACCESS

 

WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PREFABRICATED
OFF-SITE OR AT GROUND LEVEL TO MINIMISE THE RISK OF WORKERS FALLING MORE
THAN TWO METRES, HOWEVER, CONSTRUCTION OF THIS BUILDING WILL REQUIRE
WORKERS TO BE WORKING AT HEIGHTS WHERE A FALL IN EXCESS OF TWO METRES IS
POSSIBLE & INJURY IS LIKELY TO RESULT FROM SUCH A FALL. THE BUILDER SHOULD
PROVIDE A SUITABLE BARRIER WHEREVER A PERSON IS REQUIRED TO WORK IN A
SITUATION WHERE FALLING MORE THAN TWO METRES IS A POSSIBILITY.

DURING OPERATION OR MAINTENANCE

CLEANING & MAINTENANCE OF WINDOWS, WALLS, ROOF OR OTHER COMPONENTS OF
THIS BUILDING WILL REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM A HEIGHT
INEXCESS OF TWO METRES IS POSSIBLE. WHERE THIS TYPE OF ACTIVITY IS REQUIRED,
SCAFFOLDING, LADDERS OR TRESTLES SHOULD BE USED IN ACCORDANCE WITH
RELEVANT CODES OF PRACTICE, REGULATIONS OR LEGISLATION. WHERE CLEANING &
MAINTENANCE OF ANY COMPONENTS OFIOR INSTALLATIONS WITHIN THIS BUILDING
MEANS THAT THE USE OF LADDERS OR TRESTLES ARE NOT APPROPRIATE,
SCAFFOLDING, FALL BARRIERS OR PERSONAL PROTECTIVE EQUIPMENT (PPE) SHOULD BE
USED IN ACCORDANCE WITH RELEVANT CODES OF PRACTICE, REGULATIONS &
LEGISLATION, ANCHORAGE POINTS FOR PORTABLE SCAFFOLD OR FALL ARREST DEVICES
ARE TO BE INSTALLED ONITHIN THE BUILDING FOR USE BY MAINTENANCE WORKERS,
ANY PERSONS ENGAGED TO WORK ON THE BUILDING AFTER THE COMPLETION OF
CONSTRUCTION WORK SHOULD BE INFORMED ABOUT THE ANCHORAGE POINTS.

B. SLIPPERY OR UNEVEN SURFACES.

FLOOR FINISHES

SPECIFIED FINISHES MUST BE SELECTED TO MINIMISE THE RISK OF FLOORS & PAVED
AREAS BECOMING SLIPPERY WHEN WET OR WHEN WALKED ON WITH WET SHOESIFEET.
ANY CHANGES TO THE SPECIFIED FINISH SHOULD BE MADE IN CONSULTATION WITH THE
DESIGNER OR, IF THIS IS NOT PRACTICAL, SURFACES WITH AN EQUIVALENT OR BETTER
SLIP RESISTANCE SHOULD BE CHOSEN, THE OWNER IS RESPONSIBLE FOR THE
SELECTION OF SURFACE FINISHES IN THE PEDESTRIAN TRAFFICABLE AREAS OF THIS
BUILDING. SURFACES SHOULD BE SELECTED IN ACCORDANCE WITH AS HB 197:1999 &
‘ASINZ 4586:2004,

STEPS, LOOSE OBJECTS & UNEVEN SURFACES

DUE TO DESIGN RESTRICTIONS FOR THIS BUILDING, STEPS &/OR RAMPS ARE INCLUDED IN
THE BUILDING WHICH MAY BE A HAZARD TO WORKERS CARRYING OBJECTS OR
OTHERWISE OCCUPIED. STEPS SHOULD BE CLEARLY MARKED WITH BOTH VISUAL &
TACTILE WARNINGS DURING CONSTRUCTION, MAINTENANCE, DEMOLITION & AT ALL
TIMES WHEN THE BUILDING OPERATES AS A WORKPLACE. BUILDING OWNERS &
OCCUPIERS SHOULD MONITOR THE PEDESTRIAN ACCESS WAYS & IN PARTICULAR,
ACCESS TO AREAS WHERE MAINTENANCE IS ROUTINELY CARRIED OUT TO ENSURE THAT
SURFACES HAVE NOT MOVED OR CRACKED SO THAT THEY BECOME UNEVEN & PRESENT
ATRIP HAZARD, SPILLS, LOOSE MATERIAL, STRAY OBJECTS OR ANY OTHER MATTER
THAT MAY CAUSE A SLIP OR TRIP HAZARD SHOULD BE CLEANED OR REMOVED FROM
ACCESS WAYS. CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A TIDY WORK SITE
DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION TO REDUCE THE RISK OF TRIPS
& FALLS IN THE WORKPLACE. MATERIALS FOR CONSTRUCTION OR MAINTENANCE
SHOULD BE STORED IN DESIGNATED AREAS AWAY FROM ACCESS WAYS & WORK AREAS,

2. FALLING OBJECTS

LOOSE MATERIALS OR SMALL OBJECTS

CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BUILDING IS

LIKELY TO INVOLVE PERSONS WORKING ABOVE GROUND LEVEL OR ABOVE FLOOR

LEVELS, WHERE THIS OCCURS ONE OR MORE OF THE FOLLOWING MEASURES SHOULD BE

TAKEN TO AVOID OBJECTS FALLING FROM THE AREA WHERE THE WORK IS BEING

CARRIED OUT OVER PERSONS BELOW,

1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW WHERE THE WORK IS BEING
CARRIED OUT.

2. PROVIDE TOEBOARDS TO SCAFFOLDING OR WORK PLATFORMS.

3, PROVIDE PROTECTIVE STRUCTURES BELOW THE WORK AREA.

4, ENSURE THAT ALL PERSONS BELOW THE WORK AREA HAVE PERSONAL
PROTECTIVE EQUIPMENT

BUILDING COMPONENTS

DURING CONSTRUCTION, RENOVATION OR DEMOLITION OF THIS BUILDING, PARTS OF THE
STRUCTURE INCLUDING FABRICATED STEELWORK, HEAVY PANELS & MANY OTHER
COMPONENTS WILL REMAIN STANDING PRIOR TO OR AFTER SUPPORTING PARTS ARE IN
PLACE, CONTRACTORS SHOULD ENSURE THAT TEMPORARY BRACING OR OTHER
REQUIRED SUPPORT IS IN PLACE AT ALL TIMES WHEN COLLAPSE WHICH MAY INJURE
PERSONS IN THE AREA IS A POSSIBILTY, MECHANICAL LIFTING OF MATERIALS &
COMPONENTS DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION PRESENTS A
RISK OF FALLING OBJECTS. CONTRACTORS SHOULD ENSURE THAT APPROPRIATE LIFTING
DEVICES ARE USED, THAT LOADS ARE PROPERLY SECURED & THAT ACCESS TO AREAS
BELOW THE LOAD IS PREVENTED OR RESTRICTED.

VEHICLES OR LOADINGIUNLOADING OF VEHICLES ON THIS ROADWAY MAY CAUSE A
‘TRAFFIC HAZARD, DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION OF THIS
BUILDING DESIGNATED PARKING FOR WORKERS & LOADING AREAS SHOULD BE
PROVIDED. TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE RESPONSIBLE FOR
‘THE SUPERVISION OF THESE AREAS.

RESTRICTED ON-SITE LOADING/UN-LOADING

CONSTRUCTION OF THIS BUILDING WILL REQUIRE LOADING & UNLOADING OF MATERIALS
ONTHE ROADWAY. DELIVERIES SHOULD BE WELL PLANNED TO AVOID CONGESTION OF
LOADING AREAS & TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE USED TO
‘SUPERVISE LOADING/UNLOADING AREAS. BUSY CONSTRUCTION & DEMOLITION SITES
PRESENT A RISK OF COLLISION WHERE DELIVERIES & OTHER TRAFFIC ARE MOVING
WITHIN THE SITE, A TRAFFIC MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC
MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR THE WORK SITE,

4. SERVICES

RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A VARIETY
OF RISKS INCLUDING RELEASE OF HAZARDOUS MATERIAL. EXISTING SERVICES ARE
LOCATED ON OR AROUND THIS SITE, WHERE KNOWN, THESE ARE IDENTIFIED ON THE
PLANS BUT THE EXACT LOCATION & EXTENT OF SERVICES MAY VARY FROM THAT
INDICATED, SERVICES SHOULD BE LOCATED USING AN APPROPRIATE SERVICE ( SUCH
AS DIAL BEFORE YOU DIG ), APPROPRIATE EXCAVATION PRACTICE SHOULD BE USED 8,
WHERE NECESSARY, SPECIALIST CONTRACTORS SHOULD BE USED.

SITES WITH UNDERGROUND POWER

UNDERGROUND POWER LINES ARE LOCATED IN OR AROUND THIS SITE, ALL
UNDERGROUND POWER LINES MUST BE DISCONNECTED OR CAREFULLY LOCATED &
ADEQUATE WARNING SIGNS USED PRIOR TO ANY CONSTRUCTION, MAINTENANCE OR
DEMOLITION COMMENCING.

SITES WITH OVERHEAD POWER LINES

OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE. THESE POSE A RISK OF
ELECTROCUTION IF STRUCK OR APPROACHED BY LIFTING DEVICES OR OTHER PLANT &
PERSONS WORKING ABOVE GROUND LEVEL. WHERE THERE IS A DANGER OF THIS.
OCCURING, POWER LINES SHOULD BE, WHERE PRACTICAL, DISCONNECTED OR
RELOCATED. WHERE THIS IS NOT PRACTICAL ADEQUATE WARNING IN THE FORM OF
BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE USED OR A PROTECTIVE BARRIER
PROVIDED,

5. MANUAL TASKS

COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD BE LIFTED
BY TWO OR MORE WORKERS OR BY MECHANICAL LIFTING DEVICE, WHERE THIS IS NOT
PRACTICAL, SUPPLIERS OR FABRICATORS SHOULD BE REQUIRED TO LIMIT THE
COMPONENT MASS, ALL MATERIAL PACKAGING, BUILDING & MAINTENANCE COMPONENTS
‘SHOULD CLEARLY SHOW THE TOTAL MASS OF PACKAGES & WHERE PRACTICAL ALL ITEMS
‘SHOULD BE STORED ON SITE IN A WAY WHICH MINIMISES BENDING BEFORE LIFTING.
ADVICE SHOULD BE PROVIDED ON SAFE LIFTING METHODS IN ALL AREAS WHERE LIFTING
MAY OCCUR, CONSTRUCTION, MAINTENANCE & DEMOLITION OF THIS BUILDING WILL
REQUIRE THE USE OF PORTABLE TOOLS & EQUIPMENT. THESE SHOULD BE FULLY
MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & NOT USED
WHERE FAULTY OR (IN THE CASE OF ELECTRICAL EQUIPMENT ) NOT CARRYING A
CURRENT ELECTRICAL SAFETY TAG, ALL SAFETY GUARDS OR DEVICES SHOULD BE
REGULARLY CHECKED & PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATION.

———
‘A. WORKING AT HEIGHTS MAJOR ROAD, NARROW ROAD, OR STEEPLY SLOPING ROAD ASBESTOS IN EXISTING BUILDINGS
DURING CONSTRUCTION WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PARKING OF BUILDING CONSTRUCTED PRIOR TO 1990

WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PARKING IF THIS
BUILDING WAS CONSTRUCTED PRIOR TO 1990 & THEREFORE MAY CONTAIN ASBESTOS
EITHER IN CLADDING MATERIAL OR IN FIRE RETARDENT INSULATION MATERIAL. THE
BUILDER SHOULD CHECK 8, IF NECESSARY, TAKE APPROPRIATE ACTION BEFORE
DEMOLISHING, CUTTING, SANDING, DRILLING OR OTHERWISE DISTURBING THE EXISTING
‘STRUCTURE,

BUILDING CONSTRUCTED PRIOR TO 1986

IF THIS BUILDING WAS CONSTRUCTED PRIOR TO 1986 & THEREFORE IS LIKELY TO
CONTAIN ASBESTOS EITHER IN CLADDING MATERIAL OR IN FIRE RETARDENT INSULATION
MATERIAL. THE BUILDER SHOULD CHECK &, IF NECESSARY, TAKE APPROPRIATE ACTION.
BEFORE DEMOLISHING, CUTTING, SANDING, DRILLING OR OTHERWISE DISTURBING THE
EXISTING STRUCTURE

POWDERED MATERIALS

MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE HARM IF
INHALED IN POWDERED FORM. PERSONS WORKING ON OR IN THE BUILDING DURING
CONSTRUCTION, OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD.
VENTILATION & WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION
AGAINST INHALATION WHILE USING POWDERED MATERIAL OR WHEN SANDING, DRILLING,
CUTTING OR OTHERWISE DISTURBING OR CREATING POWDERED MATERIAL,

TREATED TIMBER

‘THE DESIGN OF THIS BUILDING INCLUDES PROVISION FOR THE INCLUSION OF TREATED.
TIMBER WITHIN THE STRUCTURE, DUST OR FUMES FROM THIS MATERIAL CAN BE
HARMFUL, PERSONS WORKING ON OR IN THE BUILDING DURING CONSTRUCTION,
OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD VENTILATION &
WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST
INHALATION OF HARMFUL MATERIAL WHEN SANDING, DRILLING, CUTTING OR USING
‘TREATED TIMBER IN ANY WAY THAT MAY CAUSE HARMFUL MATERIAL TO BE RELEASED.
DO NOT BURN TREATED TIMBER.

VOLATILE ORGANIC COMPOUNDS

MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES & SOME CLEANING
MATERIALS HAVE DANGEROUS EMISSIONS. AREAS WHERE THESE ARE USED SHOULD BE
KEPT WELL VENTILATED WHILE THE MATERIAL |S BEING USED & FOR A PERIOD AFTER
INSTALLATION, PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE
MANUFACTURER'S RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT
ALL TIMES.

SYNTHETIC MINERAL FIBRES

FIBREGLASS, ROCKWOOL, CERAMIC & OTHER MATERIAL USED FOR THERMAL OR SOUND.
INSULATION MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY BE HARMFUL IF
INHALED OR IF IT COMES IN CONTACT WITH THE SKIN, EYES OR OTHER SENSITIVE PARTS
OF THE BODY. PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST
INHALATION OF HARMFUL MATERIAL SHOULD BE USED WHEN INSTALLING, REMOVING OR
WORKING NEAR BULK INSULATION MATERIAL.

TIMBER FLOORS

THIS BUILDING CONTAINS TIMBER FLOORS WHICH HAVE AN APPLIED FINISH. AREAS
WHERE FINISHES ARE APPLIED SHOULD BE KEPT WELL VENTILATED DURING SANDING &
APPLICATION, & FOR A PERIOD AFTER INSULATION. PERSONAL PROTECTIVE EQUIPMENT
MAY ALSO BE REQUIRED. THE MANUFACTURER'S RECOMMENDATIONS FOR USE MUST BE
CAREFULLY CONSIDERED AT ALL TIMES.

7 CONFINED SPACES

EXCAVATIONS

CONSTRUCTION OF THIS BUILDING & SOME MAINTENANCE ON THE BUILDING WILL
REQUIRE EXCAVATION & INSTALLATION OF ITEMS WITHIN EXCAVATIONS, WHERE
PRACTICAL, INSTALLATION SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT
REQUIRE WORKERS TO ENTER THE EXCAVATION. WHERE THIS IS NOT PRACTICAL,
ADEQUATE SUPPORT FOR THE EXCAVATED AREA SHOULD BE PROVIDED TO PREVENT
COLLAPSE. WARNING SIGNS & BARRIERS TO PREVENT ACCIDENTAL OR UNAUTHORISED
ACCESS TO ALL EXCAVATIONS SHOULD BE PROVIDED.

ENCLOSED SPACES

ENCLOSED SPACES WITHIN THIS BUILDING MAY PRESENT A RISK TO PERSONS ENTERING
FOR CONSTRUCTION, MAINTENANCE OR ANY OTHER PURPOSE. THE DESIGN
DOCUMENTATION CALLS FOR WARNING SIGNS & BARRIERS TO UNAUTHORISED ACCESS.
‘THESE SHOULD BE MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING, WHERE
WORKERS ARE REQUIRED TO ENTER ENCLOSED SPACES, AIR TESTING EQUIPMENT &
PERSONAL PROTECTIVE EQUIPMENT SHOULD BE PROVIDED.

SMALL SPACES

‘SOME SMALL SPACES WITHIN THIS BUILDING WILL REQUIRE ACCESS BY CONSTRUCTION
OR MAINTENANCE WORKERS, THE DESIGN DOCUMENTATION CALLS FOR WARNING SIGNS
& BARRIERS TO UNAUTHORISED ACCESS, THESE SHOULD BE MAINTAINED THROUGHOUT
THE LIFE OF THE BUILDING, WHERE WORKERS ARE REQUIRED TO ENTER SMALL SPACES
‘THEY SHOULD BE SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS, MANUAL
LIFTING & OTHER MANUAL ACTIVITY SHOULD BE RESTRICTED IN SMALL SPACES.

 

PUBLIC ACCESS TO CONSTRUCTION & DEMOLITION SITES & TO AREAS UNDER
MAINTENANCE CAUSES RISK TO WORKERS & PUBLIC. WARNING SIGNS & SECURE
BARRIERS TO UNAUTHORISED ACCESS SHOULD BE PROVIDED. WHERE ELECTRICAL
INSTALLATIONS, EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE PRESENT THEY SHOULD
BE SECURED WHEN NOT FULLY SUPERVISED.

9. OPERATIONAL USE OF BUILDING

 

RESIDENTIAL BUILDINGS

WHERE THE BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL BUILDING, & AT A LATER.
DATE IS USED OR INTENDED AS A WORKPLACE, THE PROVISIONS OF THE WORK HEALTH &
SAFETY ACT 2011 OR SUBSEQUENT REPLACEMENT ACT SHOULD BE APPLIED TO THE NEW
USE,

NON-RESIDENTIAL BUILDINGS - END USE UNKNOWN

‘THE BUILDING HAS BEEN DESIGNED TO REQUIREMENTS OF THE CLASSIFICATION
IDENTIFIED ON THE DRAWINGS, THE SPECIFIC USE OF THE BUILDING IS NOT KNOWN AT
‘THE TIME OF THE DESIGN & A FURTHER ASSESSMENT OF THE WORKPLACE HEALTH &
SAFETY ISSUES SHOULD BE UNDERTAKEN AT THE TIME OF FIT-OUT FOR THE END-USER.

NON-RESIDENTIAL BUILDINGS - END USE KNOWN

THIS BUILDING HAS BEEN DESIGNED FOR THE SPECIFIC USE AS IDENTIFIED ON THE
DRAWINGS, WHERE A CHANGE OF USE OCCURS AT A LATER DATE A FURTHER
ASSESSMENT OF THE WORKPLACE HEALTH & SAFETY ISSUES SHOULD BE UNDERTAKEN.

OTHER HIGH RISK ACTIVITY

ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE FOLLOWING
CODE OF PRACTICE:

MANAGING ELECTRICAL RISKS AT THE WORKPLACE, ASINZ 3012 & ALL LICENSING
REQUIREMENTS,

‘ALL WORK USING PLANT SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE FOLLOWING
CODE OF PRACTICE:

MANAGING RISKS OF PLANT AT THE WORKPLACE,

ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE FOLLOWING CODE OF
PRACTICE:

MANAGING NOISE & PREVENTING HEARING LOSS AT WORK.

DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS RECOMMENDED THAT PARTICULAR
CARE BE EXERCISED WHEN UNDERTAKING WORK INVOLVING STEEL CONSTRUCTION &
CONCRETE PLACEMENT, ALL THE ABOVE APPLIES.

 

 

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T: (07) 5443 6585 3 UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED
x OVER SCALED MEASUREMENTS. VERIFY ALL ON
F: (07) 5479 1754 8 8 8 EENIE CREEK ROAD SITE DIMENSIONS & LEVELS WITH THE SUPPORTING J JOHN TITMUS
tcengineers.com.au £88 NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RFE £002
inf @jt naineer: m 2 z a A 17/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY
[email protected] = Soy JOR DESCRIPTION issue foate | EVENT ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

 

 

 

 

 

 

 

 

 

 

 

SCALE: SHOWN
DATE: 17/10/2016
DRAWN: TS
SHEET: S10

 

 

 

Page 13

                                               Attachment II

Landscape Plans prepared by Mark Baldock Landscape Architect


[OCR of page images]
Attachment II

Landscape Plans prepared by Mark Baldock Landscape Architect

Page 14

 

LANDSCAPE PLAN

 

Scale: 1:100@A2

 

 

  

Proposed

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

REFERENCE NOTES SCHEDULE

 

FENCE

 

 

 

 

 

 

 

 

 

 

‘oe SYMBOL DESCRIPTION ay
Warehouse Building F-01 1.8M HEIGHT CHAIN WIRE FENCE
PAVING
PE 19.100m SYMBOL DESCRIPTION ary
CONCRETE DRIVEWAY
= P 4530 rd 4530 rd DF
iS [> 150MM WIDTH X 100MM DEPTH EXTRUDED CONCRETE
g [mony pe — GARDEN EDGE
i
ctf P-04 WHEEL STOPS
2 4 ; GARDENS/TURF/PLANTS
= ie: i , SYMBOL DESCRIPTION ary
= Parking ( B
Ler] p INSTALL WINTERGREEN TURF AND DO REMEDIAL
OL d R WORKS TC FOOTPATH TO ENSURE AREA IS FREE
b DRAINING AND GRASSED.
CL P-04 Ru
pen, a, P04} —} KOC sys DESCRIPTION av
Ls P-02 j : ga Sues: Desckie on
F014} KC ( INSTALL GRASS CELL PAVERS TO MANUFACTURER'S 51,9 m?
| - h F-01]} SPECIFICATIONS. INSTALL WINTERGREEN TURF OVER
reas oT p PAVERS.
Ra ss
Lo) ae i
cL aN ss Wee
——_ rr Tt 12-CAL DWA ol TTT f
uJ (KY LAU aD al ath B
er og dt Oddy SKS KKK ZK
Te TRY PRN
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C/A MOE
AKKAAR - 10 -CAL ROP
mes 12-CAL DWA
26612 OF 22.18 CAL ROP - 12— Coa 0 “ on a A
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[PL-06}~ PL-06 J
Commerce Court
0 1m 25m om 10m
SCALE’ 1:100
MARK BALDOCK CLIENT: DRAWING TITLE PROJECT DETAILS: DRAWING NUMBER: we
LANDSCAPE ARCHITECT Fav O7 38505575 EENIE CREEK HOLDINGS PTY LTD LANDSCAPE PLAN 8 EENIE CREEK ROAD, 1609-LP' CS | eileen
(B.App.Sc.Blt.Env, Grad.Dip.Lands.Arch.) . CURRENTISSUE. A PROJECT NO:
A |1snort6 | APPROVAL Mob: (0407) 114 605 NOOSAVILLE QLD Ny,
ISSUETDATE | REVISION PO Box 373, Annerley Qld 4103 Email: [email protected] SCALE 1:100 1609

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 15

 

LAN

DSCAPE PLAN

 

 

 

Scale: 1:100@A2

 

     
  
  

 

 

 

   

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REFERENCE NOTES SCHEDULE

 

 

 

 

 

 

 

 

 

. FENCE
Eenie Creek Road SYMBOL DESCRIPTION ary
F-01 1.8M HEIGHT CHAIN WIRE FENCE
PL-06 PAVING
A SYMBOL DESCRIPTION ary
PL-06
—— 40 - LOM SA CONCRETE DRIVEWAY
° 49° QO" 20.12m .
SoM ews ‘ 256° 12100 1 - CUP ANA 150MM WIDTH X 100MM DEPTH EXTRUDED CONCRETE
CUP ANA-1 NE CAL DWA GARDEN EDGE
303 Np \ P-04 WHEEL STOPS
| {4 4
GARDENS/TURF/PLANTS
an ) SYMBOL DESCRIPTION ary
QR LA RSE LISELI A) INSTALL WINTERGREEN TURF AND DO REMEDIAL
SERS Roy WORKS TC FOOTPATH TO ENSURE AREA IS FREE
ao BOSE aE xe y F-01 DRAINING AND GRASSED.
ROP ROI, CSLESEGEES | :
or $ P03 \ x ( GARDENS/TURE/PLANTS
F-01}+4 COL GUCG \ SYMBOL DESCRIPTION ary
we |
RY 4 INSTALL GRASS CELL PAVERS TO MANUFACTURER'S 51,9 m?
NOG SPECIFICATIONS. INSTALL WINTERGREEN TURF OVER
OER LEAD I LEI LRALALA, PAVERS.
P-02 |
&
= Concrete Carpar< ,
Existing Warehouse _
2
s 0 1m 25m 5m 10m
| a
SCALE: 1:100
MARK BALDOCK CLIENT: DRAWING TITLE PROJECT DETAILS: DRAWING NUMBER: we
LANDSCAPE ARCHITECT Hl eee EENIE CREEK HOLDINGS PTY LTD LANDSCAPE PLAN 8 EENIE CREEK ROAD, 1609-LP2 ON | in
(B.App.Sc.Blt.Env, Grad.Dip.Lands.Arch.) . CURRENTISSUE. A or) PROJECT NO:
A [19/016 | APPROVAL Mob: (0407) 114 605 NOOSAVILLE QLD
ISSUEIDATE | REVISION PO Box 373, Annerley Qld 4103 Email: [email protected] SCALE 1:100 1609

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 16

 

LANDSCAPE NOTES

 

1 GROUND WORKS

1 GENERAL
1.1 TOPSOIL
General

Toosoil to cemply with AS 4419 Soils for Landscaping’ & ASTV| D5268-07 ‘Standard Spec for Topsoil’. Soil conditioner to AS 4454
‘Composts, Soil Conditioners & Mulches'.
Test both imported & Site obtained topsoil & potting mixes to AS 1289 (Methods of Testing Soil) &
AS 3743. Piovide 1 test per 10 n3. Provide Soil Supplier Test Compliance Certificate.
Topsoil to contain organic matter 6-8% by mass & have sandy loam texture to AS 4419.
Soil organic matter to be 6-8% by mass.
Imported topsoil mix to comply with the following:
- Contain organic matter which supports plant life.
Components to be evenly distributed throughout the mix.
Mixes to be mechanically screened prior to despatch using screen size: <25mm.
The mix is to be moist but still free flowing & of such moisture content that water cannot be
squeezed from it by hand.
Material to be void of ingedients which display high shrinkage tendencies.
Free of acrid odours (incuding those caused by excessive ammonia or organic acids),
chemicals & toxins detrimental to plants & human touch contact.
Free of stones clay lumps, weeds and weed propagules including Cyperus Rotundus
(nut-grass tubers), tree roots, sticks, rubbish, sharp items & other foreign matter.
Free of pests and diseases such as pathogenic organisms e.g. Phytophthora spp and the
larval stage of insect pests.
SUBMIT detail of soil additives.
Toosoil Spreading
Toosoil to grassed anc turfed areas: 100mm (min) thick.
Toosoil to planting areas: 300mn (min) thick (add 75mm to this min thickness for planting area crown).
Crown topsoil in planting areas.
Lightly consclidate topsoil to a sinooth suriace, free ‘tom lumps of soil and roots, ready for planting.
Progressively layer (max 100mm compacted thickness) & tamp topsoil to prevent voids & subsidence. Prevent excess compaction.
Add new topsoil to sutsided topsoil (inclucing during the Defects Liability Period) to bring the topsoil back up to doc levels.
1.2. CULTIVATION
Cultivate to losen the existing gound to subsequently receive topsoil.
Cultivation depth for subsequent grassed areas: 150mm deep.
Cultivation dapth for subsequent plants & planting areas: 300mm deep.
Break-up cultivated ea'th so that pieces are less thar 50mm. Remove stones exceeding 50mm, and any other deleterious material
from cultivated earth including roots, sticks, weeds.

2 SOFT LANDSCAPING

2 MATERIALS

2.1. MATERIAL COMMON DETAIL

Provide plan: life in healthy condtion, without scarrirg or defomations. Establish plant life for optimum growth for the environmental
conditions.

Continuously Work to keep plantlife free cf disease, and free of plant (weeds) & animal pests. Immediately replace failed planting.
2.2. MULCH

Provide mulch to AS 4454 'Composts, Soil Conditiorers & Mulches’. Mulch to be free of deleterious and extraneous matter including
soil, weeds, sticks, roots. Mulch to be sieved to size to prevent accumulation of mulch fines.

Spread mulches evenly to a mindepth of ‘00mm, U0. Grace the finished surface evenly. Do not place mulch in contact with
stems of plants.

Mulch types - HOOP MULCH(MEDIUM)

2.3. CHEMICALS

SUBMIT a Schedule 0° proposed chemicas to be used in landscape construction & maintenance including additives, pesticides,
herbicides, un-doc fertlizer, disease treatments.

2.4 FERTILIZER

Deliver fertilizer to Sitein sealed bags, branded with the fertilizer type & Manufacturer name.

2.5 TURFING

Type - AUSSIE BLUE

Turf to be free from weeds & other foreign matters. Turf to be comprised of consistently thick grass & root (fully soiled) parts. Grass
part to be 20mm thick, root part fo be 25mm thick.

Evenly mix fertilizer into the topsoil before placing the turf.

Lay turf within 24 hours of cutting. Preven: turf from drying out between cutting and laying.

Lay turf along land cortours with staggered, butt joints. Immediately after laying, roll turf with a 90 kg/m roller. Fill joints &
depressions with topsoil. On slopes too stzep for rolling, evenly tamp the turf.

Immediately after rolling, irrigate with a fine spray so that the soil is moist to a depth of 100mm.

Lay turf flush with adjacent surfaces. Grade falls evenly. Turf surface tc be smooth & consistent.

When turf isestablished, mow ai 25mm above soil level, remove cuttings & top dress max 10mm deep with topsoil to fill joints and
correct surface unevenness.

21 days afte’ turfing, broadcast evenly a minimum 0’ 10 g/m2 of sulphat2 of ammonia fertiliser over the whole of the area of turfing.
When the turf is established, mow at regular intervals to maintain an average height of 30mm.

Manually extract weeds that emerge in the turfed areas. Whete necessary spray with a selective broad leaf weed herbicide.
Toerance: Max 15mm under a 3000mm straight edge any direction.

2.6 PLANTING

Plant Quality

Plents to have well-balanced branching folage typical of their species for the season.

Plants to be ‘tee from pests, diseases, physiological disorder & nutritional deficiency, and be substantially free from evidence of any
previous disorder.

Plents shall have been grown in their final containers in enviroamental conditions similar to that expected for where they will be
planted, for min 42 days before Site delivery.

Plents to be slanted in the sun are to be pieviously ‘sun grown or ‘sun hardened’, for min 42 days before Site delivery.

Site deliver rlants in pathogen free, weed free medium.

Plant roots to be undamaged, urrestricted well-progortioned in relation to the size of the plant & suitable for transplantation.
Legibly labeleach plart by botarical name, commor name & plant characteristics, on a durable weather-proof tag.

Tree Stock: Not to have co-dominant stems. To have crown foliage symmetry with no side exceeding 20% of the lesser foliage
side. North aspect of trees in the Nursery to be identified & trees planted with this side facing north.

Plant Containers

Provide plan's in new or sterilised recyclec polypropylene containers or polythene bags of potting media volumes, sized as follows,
UDO:

Height (mm) Pot Diameter (mm) _ Potting Media Volume (litres dry)

 

 

 

 

 

 

150 140 2
200 200 4
300 300 13
400 400 45
450 400 76
500 500 104
Planting

Excavate plenting holes to a size that allows the following min amount of topsoil backfill beneath & around the plant root system,
UDO:

Plant Heightat time of planting (excluding the root ball- mm) Thickness/depth of topsoil
around the root ball

 

 

 

 

 

 

 

0-300 100
300-500 150
500-1000 200
1000-2000 250
2000-2500 350
2500-3000 450
Over 3000 550

 

Thoroughly water plans immediately before planting. Thoroughly water the planting hole immediately before planting.

Remove plants from containers with min soil loss & toot disturbance. Lightly brush the root ball surface to loosen root ends.
Position plants in the centre of planting holes. Set pants plumb & at a level for natural relationship of the plant with the ground
surface.

Place slow release proonged release type fertilizer around plants at the time of planting.

Backfill with ‘opsoil to be firm arcund the pant without air pockets. Dish the soil around plants for water capture (dish diameter to
match pot diameter or root ball).

For plants tobe over 2)00mm tall at maturity, vertically embec in the backfill, a 75mm dia, 300mm length of black colour, slotted
agricultural crain pipe behind the plant (protruding above the mulch 20mm) as a deep watering mechanism. Place mulch to 50mm
deep in the base of the pipe.

Commence planting immediately after Site delivery.

If unforeseer planting delay occurs, transplant plants into larger pots.

Do not plantin unsuitasle weather conditions including extreme heat, cold, wind, rain.

Arrange suffcient off-Site plant quantities io allow for on-Site plant failures to avoid delay.

Replace dead or dying plants within the Site area during the period between on-Site start & the end of the Defects Liability Period.
Replace damaged plants within the Site area during the period between on-Site start & Practical Completion.

Stakes & Ties

Plants with stems or trunks to be staked to give plant support. Stakes to be straight, undamaged, have flat top ends & pointed
driving ends.

Stakes & components (ties, caps) to be ofa neutral & natural colour (ie grey, black, brown) which can be achieved by painting.
Cap all stakes after their placemant, with ¢ neutral & natural coloured wired-on plastic safety caps.

Single stakes to positioned behind the plant (ie oppesite the likely pedestrian traffic side), double stakes to be positioned evenly
apart & paralel to the ikely pedestrian trafic side, trple stakes to be positioned evenly apart with 2 stakes positioned behind the
plant (ie opposite the lkely pedestrian traffic side).

Position stakes outside of the topsoil zone part of the planting role.

Tie plant to each stake at the top 10% of the exposed to view stake. Tie also as required to straighten the stem or trunk.
Remove stakes & ties 10 longer required to support :he plant, at the end of the Defects Liability Period.

Stakes to conply with the following table, UDO:

 

 

 

Plant Height © Stake Number Stake Size (mm) & Type Stake In-ground Depth/ Ties

(at time of Exposed Height (mm)

planting -mr)

900-1500 2 38x38 HWD. 300/1000 Plastic
1500-1800 3 50x50 HWD. 400/1200 Plastic
1800-2400 3 Steel star picket 600/1800 Steel rope

 

Plastic ties: Proprietary ties.
Steel rope ties: 3mm dia galv steel wire rope, cut ends steel clamped, turnbuckle tension adjustment, plastic guards against trunk,
the loop dia around trunk to be 3 times the dia of the trunk at that tie point.
2.7. MAINTENANCE
Maintain construction Work. After Practicel Completion, maintain the Work for 12 WEEKS to the doc standard. Maintenance
includes:
- Watering, fertilzing, pes! & disease control.
- Mow ng, weeding, aerati1g, removal of cuttings
- Prunng (to AS 4373), the intention of pruning being to maintain healthy foliage or remove damaged
growth.
- Maintaining stakes & ties.
- Replacing darraged or failed planting.
- Top dressing & soil replecement/ r2-topping, mulch maintenance.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TREES BOTANICAL NAME / COMMON NAME CONT QTY
CUP ANA Cupaniopsis anacardioides / Carrot Wood 45L 4
SHRUBS BOTANICAL NAME / COMMON NAME CONT QTY
CAL DWA Callistemon viminalis ‘Little John’ / Dwarf Weeping Bottlebrush | 200 mm 45
CAL ROP Callistemon viminalis ‘Rose Opal’ | Pink-flowered Bottlebrush | 200mm 22
GROUND COVERS | BOTANICAL NAME / COMMON NAME CONT SPACING | QTY
LOM SWA Lomandra hystrix / Swamp Mat Rush Tubestock | 850mm 52
2 X HARDWOOD STAKES,
AND TIE IN FIGURE OF 8
PATTERN
MULCH
Finished ground evel
a Lesa TOPSOIL
47 i HWA AZZ
LOLE, VITO]
4LLL6 4 h Z < SLOW RELEASE FERTILISER
» NURS TABLETS OR PELLETS
COCR ARRRRD
DIA. \
ey CULTIVATED SUB-GRADE
EXCAVATE PLANT HOLE 2 X DIAMETER
OF ROOT BALL AND GREATER THAN
DEPTH OF POT.
NOTES:

-DO NOT PLACE TOPSOIL OVER ROOT BALL

-ROUGHEN SIDE AND EASE OF PLANT HOLE TO ENCOURAGE ROOT
DEVELOPMENT AFTER EXCAVATING PLANT HOLE

-TAMP BASE OF PLANT HOLE PRIOR TO PLACING PLANT TO PREVENT
SETTLEMENT

-WATER PLANT HOLE THOROUGHLY BEFORE AND AFTER PLANTING

TYPICAL TREE PLANTING DETAIL

 

1:40

Install slow release
fertiliser pellets

into plant role at
time of planting

P-CO-SLO-07

Form walering
basin by
mounding soil
around edge

 
  
  

Finished ground level

 

— Fill excavated plant hole with water
and allow water to drain away prior to
installing plant. Water plant and plant
hole after planting.

 

 

 

 

 

 

 

2X DIAM. RRRARR Excavate plart hole 2 x diamter of root
ball, and greater than soil depth of pot

 

 

 

NOTES:

-DO NOT PLACE TOPSOIL OVER ROOT BALL
-ROUGHEN SIDE AND BASE OF PLANT HOLE TO ENCOURAGE ROOT
DEVELOPMENT AFTER EXCAVATING PLANT HOLE

-TAMP BASE OF PLANT HOLE PRIOR TO PLACING PLANT TO PREVENT
SETTLEMENT

-WATER PLANT HOLE THOROUGHLY BEFORE AND AFTER PLANTING

SHRUB AND GROUNDCOVER PLANTING DETAIL

 

2

1:20

P-CO-SLO-06

 

18/10/16

MARK BALDOCK
LANDSCAPE ARCHITECT Tel: (07) 36488436

: Fax: (07) 38923575
APPROVAL (B.App.Sc.Blt.Env, Grad.Dip.Lands.Arch.) Mob: (0407) 114 605

 

 

ISSUE)

 

DATE

 

 

REVISION PO Box 373, Annerley Qld 4103 Email: [email protected]

 

CLIENT: DRAWING TITLE
EENIE CREEK HOLDINGS PTY LTD

 

LANDSCAPE NOTES

 

PROJECT DETAILS:
8 EENIE CREEK ROAD,

NOOSAVILLE QLD

DRAWING NUMBER: SHEET SIZE:

 

1609-LP3 Oclobe 16

 

 

CURRENT ISSUE: A PROJECT NO:
SCALE 1: 1609