Approved Plans OPW16/0235

Page 2

          -



   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

LANDSCAPE PLAN

Scale: 1:100@A2

 

 

 

 

 

 

  

 

           
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REFERENCE NOTES SCHEDULE

 

FENCE

 

 

 

 

 

 

 

 

 

 

 

 

Ee n e C reek Road SYMBOL DESCRIPTION Qly
F-01 1.8M HEIGHT CHAIN WIRE FENCE
PL-06 PAVING
_ l SYMBOL DESCRIPTION ary
[PL-06} P03) +0. LOM SWA CONCRETE DRIVEWAY
. © 49°00" 0.12 -
com sits ‘ age" 12.00" 2.NeN y 1-CUP ANA 150MM WIDTH X 100MM DEPTH EXTRUDED CONCRETE
: 1- CAL DWA GARDEN EDGE
CUP ANA - 1 AY = is
/ \ P-04 WHEEL STOPS
| GARDENS/TURF/PLANTS
) SYMBOL DESCRIPTION ny
IIR PRR ER ESE S| INSTALL WINTERGREEN TURF AND DO REMEDIAL
Ire 3 E51 ORO Oey | WORKS TC FOOTPATH TO ENSURE AREA IS FREE
— REESE TNF | xe y F-01 DRAINING AND GRASSED.
A x COX i t % ROK ROL | :
A % OI 7 P-03 P-03 \ % (| GARDENS/TURF/PLANTS
F-01}4 ORES | ie | SYMBOL DESCRIPTION ary
| J NS 4 INSTALL WINTERGREEN TURF OVER150MM DEPTH 51,9 m?
J <B TURF UNDERLAY.
IS LEO LRLI LLL.
L P-02}
&
8 Concrete Carpar< \
Existing Warehouse _
2
8 0 im 25m 5m 10m
SCALE: 1:100
MARK BALDOCK wok on tases CLIENT: DRAWING TITLE PROJECT DETAILS: DRAWING NUMBER: we
LANDSCAPE ARCHITECT Fa (0) SBR360 EENIE CREEK HOLDINGS PTY LTD LANDSCAPE PLAN 8 EENIE CREEK ROAD, 1609-LP2 YN | Bite
B 24/11/16 | RFI ADDRESSED (B.App.Sc.Blt.Env, Grad.Dip.Lands.Arch.) . CURRENTISSUE. B ore) PROJECT NO:
A |tgno/t6 | APPROVAL Mob: (0407) 114 605 NOOSAVILLE QLD
ISSUEIDATE 1 REVISION PO Box 373, Annerley Qld 4103 Email: [email protected] SCALE 1:100 1609

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

          -



   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

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.

 

 

OPW16/0235 23 JAN 2017

NOOSA COUNCIL
APPROVED PLAN

 

 

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]
41220 4 Doe SLOW RELEASE FERTILISER
T V <
» NURS TABLETS OR PELLETS
RRR
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.

 

 

 

 

 

 

ANS S\ \XS

< LALA

: yyy SS SPOOOOWND

LRA IOI RRA 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

 

MARK BALDOCK
LANDSCAPE ARCHITECT

Tel: (07) 38488436
Fax: (07) 38923575

 

 

 

 

 

E 2a wing REM ADDRESSED (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]

 

DRAWING TITLE
LANDSCAPE NOTES

CLIENT:
EENIE CREEK HOLDINGS PTY LTD

 

 

PROJECT DETAILS:
8 EENIE CREEK ROAD,

NOOSAVILLE QLD

DRAWING NUMBER: SHEET SIZE:

 

1609-LP3 Oclobe 16

 

 

CURRENTISSUE: B PROJECT NO:
SCALE 1: 1609

 

 

 

 

 

 

Page 4

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

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%-
siemens = ™ NOOSA COUNCIL
-TOP 400mm BELOW , ,
swowor eve. to APPROVED PLAN LOCALITY PLAN
~ BELOW TOP 400mm 95% 75% eee
LANDSCAPED AREAS 80% 65% OPW16/0235 23 JAN 2017 SCALE 1:1000
03 SW T: (07) 5443 6585 g UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
=u c. = OVER SCALED MEASUREMENTS. VERIFY ALL ON -
sw F: (07) 5479 1754 gé 8 EENIE CREEK ROAD SITE DIMENSIONS & LEVELS WITHTHE SUPPORTING | JOHNTITMUS SCALE SHON
as jtcengineers.com.au =S8 NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT Ree {ose DATE: 17/10/2016
= IN 5 g info@itcenai 2e6 A__ [47/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: Ts
ow! [email protected] 2 3 CuENT JOR DESCRIPTION issue | ATE EVENT ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, SHEET. st

 

 

 

 

 

 

 

 

 

 

Page 5

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

 

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

 

 

 

 

 

.26 180°1'50’

 

 

 

 

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

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

 

 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0235 23 JAN 2017

 

 

Ss
wt

    
  
 
    
 

  

—saJ

iS

ie

w oe oe

 

 

 

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

|
=

ps
&

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.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0) haw SP T: (07) 5443 6585 & [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
pu & OVER SCALED MEASUREMENTS. VERIFY ALL ON -
sy! F: (07) 8479 1754 gé 8 EENIE CREEK ROAD SITE DIMENSIONS & LEVELS WITHTHE SUPPORTING | YOHNTITMUS SCALE SHOWN
BS jtcengineers.com.au SEe NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RPG 40¢2 )DATE {7/10/2016
~ zo 22a A 117/40/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: 1S
Q Z [email protected] 2 Sa ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
ou CLIENT JOB DESCRIPTION ISSUE_] DATE EVENT : SHEET: 82

 

 

 

 

 

Page 6

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

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
KEPT WITH THIS PLAN

 

FIELD INLETS:

1. FUNCTION
1.1. RECEIVE STORMWATER RUNOFF FROM PAVEMENT
AREAS,
2.MAINTENANCE
2.1, REGULAR INSPECTIONS OF GRATE & CHAMBER
REMOVE LITTER & SEDIMENT FROM GRATES AND
FLOORS OF CHAMBERS.

 

PIPED DRAINAGE OVERFLOWS:

1. FUNCTION
1.1. CONVEY SURFACE RUNOFF SHOULD THE PIPED

 

 

 

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18
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18 NAR |
1K X80 8
x 18.47
18.36 18.44

18.61 Extinguished Boundary

X 18.38

rete Area

 

 

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18.43

18.40
xX 18.41

70.26 180°1'50"

x 18.42

18.47

 

x 18.44

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  

 

 

   

 

 

 

 

STORMWATER PIT SCHEDULE

GP1 600mm SQ. PIT - REFER IPWEA STANDARD
DRAWING DS-050

STORMWATER PIPE SCHEDULE

SP1 2258 uPVC
SP2 1500 uPVC

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S
°
DRAINAGE SYSTEM SURCHARGE. a HS Bea
2. MAINTENANCE aS 18.34
24, ENSURE CLEAR FLOW IS MAINTAINED. * g ®
x
ROOF WATER TANKS: 5 S
4. FUNCTION sy 3
1.1. TO COLLECT RUNOFF FROM ROOFED AREAS AND w 5
RE-USE FOR LANDSCAPE IRRIGATION, TOILET fs SQ
FLUSHING AND CLEANING PURPOSES. ATTENUATES =" wy
2 VANTANANCE, MER FLONS FROMTHE STE T8/8S 100 ‘Sig @ 1100 Tas ai s
ul . SW—— SW—<— sw >
2.1, REGULARY CHECK ROOF GUTTERS AND STRAINER AT s 1508 uPVC @1100 18.91 1:20 ARI te=5mins 1=253mm/hr
THE TANK INLET CLEAN AS REQUIRED. UNDERTAKE 3 S bt |p 18-45 CONTRIBUTING PIPE
MONTHLY CHECKS OF THE OVERFLOW OUTLET TO Odig93 8 3 | 5 PIPE RUN RUNOFF AREA (m2) | (US) | PIPESPECIFICATION | capacity (us)
ENSURE NO BLOCKAGES HAVE OCCURRED. : go -
UNDERTAKE ANNUAL INSPECTIONS TO CONFIRM THE b 94 3 7, oF = STN ae =
VOLUME OF SEDIMENT IN THE BASE OF THE TANK = IIL 18.400 by mm 306 2250 uPVC @ 1:100 686
DESLUDGE AS REQUIRED. 1818 | 5 6 cP nl Ee: R | SQ FIELD INLET
X 18.81 “ “ PS
255
4] existING FIELD INLET
1L 17.500
P
DRAINAGE EASEMENT a =
EXISTING 3000,RCP 0
7886.
SCALE 1:200
0) | SP T: (07) 5443 6585 & [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
Ful e- (07) 5479 1754 _& 8 EENIE CREEK ROAD OVER SCALED MEASUREMENTS. VERIFY ALON | F=——— eer SHOWN
su gé SITE DIMENSIONS & LEVELS WITH THE SUPPORTING
3 = jtcengineers.com.au Sg NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RPG 40¢2 )DATE 17/10/2016
™ IN S S inf @t naineer: m 2 z a A 117/40/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: 1S
Oia MOCIWengineers.com.au = = & CLIENT JOB DESCRIPTION ISSUE_| DATE EVENT ENGINEER INMEDIATELY OF ANY DISCREPANCIES, _JSHEET: $5

 

 

 

 

 

 

 

 

 

 

Page 7

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTES: 19. 49 \WEs S REINFORCEMENT NOTES
1. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE l, 4, SYMBOLS IN DRAWINGS FOR GRADE AND STRENGTH OF
FOLLOWING: | $96 - W 9 REINFORCEMENT ARE:
a) ARCHITECTURAL DRAWINGS . O | IIo a 1.1. SL OR RL - DENOTES WELDED WIRE REINFORCING MESH
b) APPROVED COUNCIL PLANS TO ASINZS 4671:2001

Ww) ||| S
6) CSIRO BIF 18 GUIDE ~ . | e Oo 2, SLAB MESH IS TO BE LAPPED BY ONE FULL PANEL OF MESH
d) APPENDIX A&B — (es ——__4 ® SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF
2. CCJ- DENOTES CRACK CONTROL JOINT LOCATIONS. CUT ° ys 9 EACH PANEL LAP AS SHOWN BELOW.
EVERY STRAND OF FABRIC CROSSING JOINT. PROVIDE TOOLED Oo C A ks HS
JOINT WHILE CONCRETE IS STILL GREEN. P oP So
3, ALL EARTHWORKS TO BE COMPACTED TO 96% (STANDARD) 00 18)86 lass red ~~
OF ITS RELATIVE DRY DENSITY. REFER SITE INVESTIGATION _ a)
or 19.44 3 x [18.91 18.9

 

 

 

——— es

—
CO
ff
Ul

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

 

 

 

 

 

 

 

WO 3. WELDING OF REINFORCEMENT INCLUDING TACK WELDING
MINIMUM CONCRETE STRENGTH fc = 32MPa, FOR FIXING PURPOSES SHALL COMPLY WITH AS3600:2009
5, LAP ALL REINGFORCEMENT 40x NOMINAL BAR DIA. oS SHARED SPACE AS // a x12 BR 5 3 AND AS1554.3:2008, WELDING IS PERMITTED ONLY WHERE
6. BAR CHAIRS SUPPORTING SLAB FABRIC TO BE NO MORE DD PER AS2890.6 / 8 . 9 150mm THK. SLAB SL82 MESH ” SHOWN IN THE DRAWINGS OR WHERE OTHERWISE
THAN 800mm APART. (AT LAPS 400mm) ‘ APPROVED BY THE ENGINEER.
7, NOTIFY THE ENGINEER IMMEDIATELY OF ANY oO 50mm COVER. 32MPa CONCRETE l 4. LAP ALL REINFORCEMENT A DISTANCE OF 40 x THE NOMINAL
DISCREPENCIES 91 BAR DIAMETER, BUT NO LESS THAN 500mm.
N r 5. BAR CHAIRS SUPPORTING SLAB FABRIC ARE TO BE NO MORE

THAN 800mm APART IN GENERAL, AND 400mm APART AT

 

 

 

 

 

 

 

 

 

 

 

J él SJ Z\

 

 

 

 

 

 

 

 

 

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| \ nay
i 8 lO 6. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
\ x 8 8 jo DISCREPANCIES
1931 dag 4
——__ 4 4 q INDICATES 3/N12 BARS OR
~y 3-L11TM 1200 LONG TIED TO
7 ”n UNDERSIDE OF TOP MESH, r 7
NOTE: PROVIDE 10mm ABLEFLEX WITH
eT 4 —— —_ 7 SIKAFLEX (OR EQUIVILENT) SEAL OVER
NOTE: REFER ARCHITECTURALS, —— TO EDGE OF SLAB WHERE BOUNDED BY

 

 

 

FOR ALL SET OUT DIMENSIONS BUILDING. TYPICAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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** HEAVY DUTY CONCRETE CROSSOVER

1. THE CONTRACTOR IS TO APPLY ALIPHATIC ALCOHOL TO REFER IPWEA STD DRAWING NO. RS-051
THE SURFACE OF THE SLAB IMMEDIATELY FOLLOWING
SCREEDING & BULL FLOATING. THE ALIPHATIC ALCOHOL (REV F) FOR CONSTRUCTION DETAILS

1S TO BE RE-APPLIED IMMEDIATELY AFTER EACH

SURFACE OPERATION. THE ALIPHATIC ALCOHOL IS TO BE C (— O | [ t
APPLIED STRICTLY IN ACCORDANCE WITH THE CO ag

 

MANUFACTURERS SPECIFICATIONS.
THE CONCRETE IS TO BE COVERED BY AN IMPERVIOUS

NOOSA COUNCIL
SHEET AND WET CURED FOR A MINIMUM OF SEVEN DAYS
THE CURING OPERATION IS TO COMMENCE ON THE SAME APP ROVE D PLAN

DAY THE CONCRETE IS CAST.

rey

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* AN EARLY AGE CONCRETE Sa AS SOON AS POSSLE CONCRETE JOINT PLAN OPW16/0235 23 JAN 2017
AFTER THE SLAB HAS BEEN CAST AND WITHIN 1HR SCALE 1:100
FOLLOWING THE FINAL SCREED
0) haw OP T: (07) 5443 6585 @ [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
=u c. « OVER SCALED MEASUREMENTS, VERIFY ALL ON -
3 y F: (07) 8479 1754 FI g 8 EENIE CREEK ROAD SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TiTMUs SCALE: SHOWN
®& jtcengineers.com.au x SB NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RPG 40¢2 )DATE 17/10/2016
™ S S info@it . 2 = a A 17/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS
Q& [email protected] 2 = 3 CuENT JOB DESCRIPTION issue | DATE EVENT ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, ences. <6

 

 

 

 

 

 

 

 

 

 

 

Page 8

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

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

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0235 23 JAN 2017

 

 

 

 

 

 

 

=

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

 

UEC P/L

CLIENT

PROPOSED INDUSTRIAL BUILDING

APPROVED

216130

FIGURED DIMENSIONS TO TAKE PRECEDENCE

 

8 EENIE CREEK ROAD

 

OVER SCALED MEASUREMENTS, VERIFY ALL ON

 

 

 

NOOSAVILLE, QLD

 

 

A {17/40/2016 | OP WORKS APPROVAL

SITE DIMENSIONS & LEVELS WITH THE SUPPORTING J JOHN TITMUS a SE
DOCUMENTATION PRIOR TO THE COMMENCEMENT Ree oO :
OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: Ts

 

 

 

 

 

 

JOB DESCRIPTION ISSUE} DATE EVENT

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

 

 

 

 

SHEET: s7

 

 

Page 9

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROPOSED BUILDING
uw) 5
« g| FP DP
_ = >
° OF a) DP 4
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s DP DP
4800 8
co —_a—r——+ i 8 ¢ 4800
—_ ~~
Ns 2 2
°
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N 8
ALL LINEMARKING SHALL &
5 ip) 8 BE IN ACCORDANCE WITH g 2
& AS28001 8 AS2890.6 &

PROVIDE VEHICLE IMPACT BARRIER, AS
|=— PER AS2890.1, WHICH COMPLIES WITH
LOADING REQIREMENTS OF AS1170.1

|
L

2500
2500
—

 

 

 

 

 

 

 

 

 

 

 

 

 

COMMERCE COURT

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0235 23 JAN 2017 CARPARK LAYOUT PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:100
0) haw Se T: (07) 5443 6585 @ |UECPIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE | APPROVED 216130
Euir 2 OVER SCALED MEASUREMENTS. VERIFY ALL ON -
53 F: (07) 5479 1754 ge 8 EENIE CREEK ROAD SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TITMus SCALE: SHOWN
Q z jt tcengineers.com.au x88 NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RFE £002 DATE: 17/4012016
~ 5S [email protected]. 2e6 B | 23/11/2016 | ADDITIONAL DETAILS REQUIRED OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: 1s
© ta MOIcengineers.com.au & = To ent JOB DESCRIPTION sue pate | event ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. J. [Gaeer om