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Approved Plans - MCU16 112 & OPW16 0209 - 85 Rene St Noosaville
Plans and drawings
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6.6 6.4 53.858
FUTURE WASTE PALLET RACKING
3,000
6.2 BINS
WATER 61.90 m2
gravel surface
TREATMENT 6.0
2,400
concrete
9,800
26
WASTE concrete
FUTURE FERMENTATION TANKS
WATER
2,400
TREATMENT
25
bicycles
(16) class
2,400
3 spaces
24
2,400
PALLET RACKING
23
4.8h x 6.0w
roller door
2,400
horizontal structural beam COLD ROOM
horizontal structural beam
22
2,400
col col
21
structural rafter 5.8
AV
2,400
load/
8000 underside of roof beams at ridge
PLATFORM LEVEL RL. 5.500
20
SLAB LEVEL RL. 5.800 unload
4.8h x 6.0w
roller door
2,400
1,000 39,000 6,958 5,400 1,500
150 70 70
19
1,000 4,000 3,230 3,170 70
horizontal structural beam
150 2,860 70 1,240
2,400
22,150
18
col col
(10) STAFF LOCKERS structural rafter
(minimum)
2,400
Male Amenities. KEGGING
17
4.8h x 6.0w
BOTTLING
roller door
Wc + 2 Urinals + Basin.
2,400
Unisex Accessible
70
Amenity
5.600
16
concrete
LUNCH
1,000
Female Amenities.
4,000
2,400
Wc + basin. BBT
BBT
15
col col
70
BBT BBT
structural rafter
150
98° 50' 50"
2,400
Female Amenities.
74.163
5,000 Litre CIP CHILLERS
3,945
Wc + Shr (change)
14
Water Tank + Basin.
4.8h x 6.0w
roller door
Male Amenities. bunded
enclosure
70
FUTURE Wc + Shr (change)
GRAIN Kitchen Cold + Basin + Urinal.
3,715
SILOS Room BIO-RETENTION
1,000 4,000 Oven
col col LAB 5.4
FUTURE
278° 50' 50"
structural rafter
GRAIN
70
74.437
10000 to top of ridge
SILOS Bar
150
4.8h x 6.0w
roller door
19,850
CONSTANT
89.91 m2 TEMP
10,830
BOILERS
HOP
5,000 7,850 2,000 8,458 5,400
FREEZER
solid wall 2000 high
1,000 2,700 1,300
9,300
line of mezz over col structural rafter
awning over
col
TASTING
GAS
100m2 MAX MILL
4.8h x 3.0w
roller door
GENERATOR TANK
2 storey void ROOM
1,000
main
150
switchboard
gate/fence
2,961
sliding gate
line of fascia over 46.18 m2
GRAIN
2,500
983
accessible bay
awning over OUT
PAD
4,257
13
shared BIO-RETENTION MOUNT
1,673 8,785 5,400
5,400
2,500
ENTRY space
2,500
12
5,400
1 2
1
3 concrete
2,500
7° 42' 50"
2
12.456
11
bicycles 28° 4
300 2,400 2,400 05' 2 x motorcycles
(4) class 3 10.3 20" 5 6.80 m2
50
2,500
spaces
6
7
10
18° 51 8 9
' 45"
6.009 9° 34' 35" 5.104
2,400 2,600 2,600 2,600 2,600 2,600 2,600 2,500 20.431 4° 01'20"
5.2
EMT K
existing concrete
7800
EAST
04
AV design vehicle in
accord with
AS.2890.2
EMT J
4.8
126.75 m2 5.0
EMT L existing concrete
existing concrete
188° 28' 40" crossover
crossover
53.456 198° 56' 45"
0.410
SITE/F L O O R P L A N
CLIENT:
RAFTSEA P/L
1 :2 0 0
R E N E S T R E E T PROJECT and LOCATION:
Proposed Industrial Development at
APPROVED PLANS No.42 Rene Street, Noosaville.
MCU16/0112 & OPW16/0209 DRAWING TITLE: Ground/Site Floor Plan
Drawing:
NOOSA COUNCIL 02 of 04
K Issue for Council RFI 25.10.16 1:200 at A3 PAPER
19 JANUARY 2017
SCALE PROJECT No: ISSUE
Issue Amendment Date (07) 5456 4411 0412 264 685 QBCC Lic.065570
DRAWN BY: JS CHECKED BY: CS 15.253 K
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Page 2
structural rafter
8000 underside of roof beams at ridge
horizontal structural beam
horizontal structural beam
line of roof over
col col
structural rafter
4,000 150 7,780 70
1,200
150 4,700 70 1,810 70
1,000 100 3,775 150 2,000
70
col structural rafter col
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
70
100
OPEN OFFICE 70 3,000
10000 to top of ridge
1
5,820
OFFICE
2
MEZZANINE
3
void
4
5
6
OVER
7
8
2,750
8,000
OFFICE
9
10
118.23 m2
11
12
13
70
14
15
16
3,000 70
14,775
OFFICE OFFICE
2,800
col col 71.77m²
structural rafter
100
70
line of roof over
70
2,805
OFFICE
void
5,675
3,000 70
void
OFFICE MEETING
line of roof over
col structural rafter col
150 4,700 70 3,010 70
70
70
void void void
roof over entry
line of roof over
MEZZANINE FLOOR PLAN
1 :2 0 0
APPROVED PLANS
MCU16/0112 & OPW16/0209
NOOSA COUNCIL
SCHEDULE OF AREAS
19 JANUARY 2017
Site Area: 4000.00m2
Site Cover: 37.5%
Building Area:
Ground Floor 1510.00m2
Mezzanine Admin 118.23m2
Mezzanine factory 71.77m2
Total Building 1700.00m2
Carparking:
Req'd 26 cars
Prov'd 26 cars
Motorcycle Spaces:
Req'd 2 spaces
Prov'd 2 spaces
Landscaping:
Req'd (10% min) 400.00m2
Prov'd (10.5% min) 419.88m2
CLIENT:
RAFTSEA P/L
PROJECT and LOCATION:
Proposed Industrial Development at
No.42 Rene Street, Noosaville.
Drawing:
DRAWING TITLE: Mezzanine Floor Plan
03 of 04
K Issue for Council RFI 25.10.16 SCALE 1:1, 1:200 at A3 PAPER PROJECT No: ISSUE
Issue Amendment Date (07) 5456 4411 0412 264 685 QBCC Lic.065570
DRAWN BY: JS CHECKED BY: CS 15.253 K
Page 3
METAL ROOF SHEETING
5° PITCH
TOP OF ROOF
U/S STRUCTURAL RAFTER
10,000
8,000
FINISHED SLAB
RL.5.800
NATURAL GROUND LINE CONC. TILT PANEL
NORTH ELEVATION
1 :2 0 0
METAL ROOF SHEETING
5° PITCH 600
TOP OF ROOF
U/S STRUCTURAL RAFTER
FINISHED CEILING
10,000
2,700
8,000
FINISHED SLAB
FINISHED CEILING
2,700
FINISHED SLAB
RL.5.800
CONC. TILT PANEL NATURAL GROUND LINE
SOUTH ELEVATION
1 :2 0 0
METAL ROOF SHEETING
5° PITCH
600 600
TOP OF ROOF
600
6,000
U/S STRUCTURAL RAFTER
8300 APPROX
10,000
BOUNDARY
2,700
BOUNDARY
8,000
300
FINISHED SLAB
RL.5.800
2,700
CONC. TILT PANEL CONC. TILT PANEL NATURAL GROUND LINE
OFF FORM FINISH ACRYLIC PAINT FINISH
EAST ELEVATION PROTUDING SHADOW BOX
1 :2 0 0 TO GLAZING
METAL ROOF SHEETING
5° PITCH
TOP OF ROOF
U/S STRUCTURAL RAFTER
10,000
BOUNDARY
7000 APPROX
6000 APPROX
8,000
FINISHED SLAB
NATURAL GROUND LINE RL.5.800
CONC. TILT PANEL
WEST ELEVATION
1 :2 0 0 APPROVED PLANS CLIENT:
RAFTSEA P/L
MCU16/0112 & OPW16/0209 PROJECT and LOCATION:
Proposed Industrial Development at
NOOSA COUNCIL No.42 Rene Street, Noosaville.
19 JANUARY 2017 DRAWING TITLE: Elevations
Drawing:
04 of 04
K Issue for Council RFI 25.10.16 SCALE 1:200 at A3 PAPER PROJECT No: ISSUE
Issue Amendment Date (07) 5456 4411 0412 264 685 QBCC Lic.065570
DRAWN BY: JS CHECKED BY: CS 15.253 K
Page 4
6.0
5.8
5.6
FILL
CUT
5.4
5.2
4.8 5.0
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
APPROVED PLANS
MCU16/0112 & OPW16/0209 Project
NOOSA COUNCIL
19 JANUARY 2017 Date: Drawn
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 5
6.0
5.8
INDUSTRIAL DEVELOPMENT
5.6
APPROVED PLANS
MCU16/0112 & OPW16/0209 5.4
NOOSA COUNCIL
19 JANUARY 2017
5.2
4.8 5.0
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
LANDSCAPE SPECIFICATIONS · CLEAR & REMOVE ALL NON-ORGANIC, DELETERIOUS & LARGE ORGANIC MATTER SUCH AS
1.0 GENERAL NOTES
ROCKS GREATER THAN 40mm DIAMETER, TREE ROOTS, TRUNKS, LIMBS, & STUMPS FROM
ALL AREAS TO BE LANDSCAPED.
· LANDSCAPE CONTRACTOR TO RE-SPREAD AMELIORATED STOCKPILED TOPSOIL TO PLAN
PROPOSED INDUSTRIAL DEVELOPMENT
PRESCRIBED PROPOSED CONTOURS & TRACK-IN.
ABBREVIATIONS
· NC - NOOSA COUNCIL · A.S. - AUSTRALIAN STANDARDS
· ENSURE SMOOTH, FLOWING, EVEN GRADES AND POSITIVE DRAINAGE WITH NO PONDING TO LOT 4 SP244573, 85 RENE ST, NOOSAVILLE, QLD
FALL PERCENTAGES SHOWN ON PLAN, 3% (MINIMUM 2%). FINISHED GRADES SHALL BLEND
· EP - ESTABLISHMENT PERIOD · H.D. - HOT DIPPED · LA - LANDSCAPE ARCHITECT
· N/A - NOT APPLICABLE · O.C. - ON CENTRE · MP - MAINTENANCE PERIOD
· MRTS - MAIN ROADS TECHNICAL STANDARD
INTO EXISTING GRADES PROVIDING A NATURAL APPEARANCE WITH NO ABRUPT EDGES.
· ENSURE 2% MINIMUM SLOPE AWAY FROM ALL STRUCTURES TO PITS OR SWALES. LANDSCAPE OPERATIONAL WORKS PLANS
· TRIM TOPSOILS FOR GARDENS & TURF AREAS.
· NATA - NATIONAL ASSOCIATION OF TESTING AUTHORITIES
· SUPER - SUPERINTENDENT · TYP. - TYPICAL 2.0 LANDSCAPE CONSTRUCTION SEPTEMBER 2016
· SPREAD AMELIORATED SITE TOPSOIL OR MRTS 16 IMPORTED ORGANIC TOPSOIL TO A 3.0 MAINTENANCE
THE FOLLOWING LANDSCAPE OPERATIONAL WORKS PLAN PACKAGE CONSISTS OF THE DEPTH OF 300mm OVER PREPARED GARDEN AREAS & TRIM.
IRRIGATION - IF INSTALLED · WATERING DURING CONSTRUCTION PERIOD IS THE RESPONSIBILITY OF THE
FOLLOWING SCHEDULE OF DRAWINGS; · CROWN GARDEN BEDS AT CENTRE, 100mm.
· LIAISE WITH RELEVANT NC AUTHORITIES & OBTAIN ANY APPROVAL AS REQUIRED. LANDSCAPE CONTRACTOR.
LD1 SPECIFICATIONS · MULCH GARDENS WITH LA APPROVED 25mm+ HOOP PINE BARK MULCH 100mm DEEP
· COMPLY WITH GOVERNMENT STANDARDS & CO-ORDINATE WITH OTHER TRADES. · FROM PRACTICAL COMPLETION A 12 WEEK ESTABLISHMENT / MAINTENANCE PERIOD
LD2 DETAILS SETTLED.
· CHECK LOCATIONS OF PENETRATION/CONDUITS & INSTALL WHERE REQUIRED. WILL COMMENCE & WATERING DURING THIS PERIOD & ANY SUBSEQUENT PERIODS WILL
LD3 SCHEDULES & LEGEND · ALL SUPPLIED TOPSOIL & MULCH TO COMPLY WITH CURRENT A.S. & FREE OF WEEDS, SEEDS
· CONTRACTOR TO PROVIDE QUALIFICATIONS & INSURANCES BEFORE CONSTRUCTION. BE PAID UPON RECEIPT OF APPROPRIATE EVIDENCE.
LP1-2 LANDSCAPE PLANS (SPECIFICALLY NUTSEDGE), PESTS INCLUDING FIRE ANTS & SOIL BORNE VIRUSES & · ALL MAINTENANCE ACTIVITIES AS PER FOLLOWING SCHEDULE;
PROVIDE: DISEASES. FURNISH LA WITH CERTIFICATIONS RESPECTIVELY FOR APPROVAL PRIOR TO - MAINTAIN WHOLE LANDSCAPE WORKS FOR A 12 WEEK EP FROM PRACTICAL
· THE LANDSCAPE PLANS MUST BE READ IN CONJUNCTION WITH THE OPERATIONAL INSTALLATIONS.
· SUPPLY & INSTALL A NEW: COMPLETION DATE (I.E. BEGINNING OF 52 'ON-MAINTENANCE').
WORKS LANDSCAPING DECISION NOTICE ONCE ISSUED. THIS PLAN HAS BEEN
ELECTRONIC AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM WITH RAIN SENSOR - MAINTAIN WHOLE LANDSCAPE WORKS FOR A 40 WEEK MAINTENANCE PERIOD
DEVELOPED TO COMPLY WITH THE CURRENT NOOSA COUNCIL PLANNING SCHEME. TREE PLANTING
INCLUDING ALL REQUIRED VALVES, LINES & APPROPRIATELY SIZED VALVE BOXES, 1 PER FROM EP FINISH DATE (BALANCE OF 52 WEEK 'ON-MAINTENANCE PERIOD).
UNIT MINIMUM, AT GROUND LEVEL FLUSH WITH FINISH GRADES, WITHIN GARDENS. · REFER TO DETAILS (AS APPLICABLE) FOR INFORMATION.
PRELIMINARIES · ALL TREES TO BE CERTIFIED THAT THEY COMPLY WITH THIS SPECIFICATION & WITH
· TWELVE MONTH GUARANTEE, MAINTAIN AGAINST FAULTY WORKMANSHIP & MATERIALS FOR MAINTENANCE REGIME - SCHEDULE
SYSTEM FROM DATE OF PRACTICAL COMPLETION. AS 2303:2015 TREE STOCK FOR LANDSCAPE USE & 'NATSPEC GUIDE SPECIFYING TREES: A
(OTHER THAN THOSE INDICATED ON THESE PLANS) & BOUNDARIES. ALL SERVICES & GUIDE TO ASSESSMENT OF TREE QUALITY (2003)'. TASK FREQUENCY PERFORMANCE INDICATOR
· FOR PRACTICAL COMPLETION ENSURE WHOLE SYSTEM IS OPERATIONAL.
RELATED INFRASTRUCTURE INCLUDING STREET LIGHTING SHOWN ON THESE PLANS ARE FURNISH LA WITH CERTIFICATION PRIOR TO INSTALLATION.
· PROVIDE CAD 'AS BUILT' DRAWING WHEN APPLYING FOR PRACTICAL COMPLETION CLEARLY Weekly: November - February Maintain turf to present consistent &
INDICATIVE ONLY. · ALL TREES TO HAVE A FULL & EVEN CROWN. Fortnightly: March - April
SHOWING MAIN-LINE RUNS & SIZES, VALVE TYPES / STATION NUMBERS / DESIGNED vigorous appearance, mow to 30mm
PRESSURE AT VALVE, HEAD TYPES & LOCATIONS. · INSTALL TREES AT LOCATIONS INDICATED ON THE PLANS, PER NOTES & DETAILS HEREIN. Mowing Monthly: May - August high.
· BEFORE WORK COMMENCES THE SUBCONTRACTOR IS TO ORGANISE A PRE-START MEETING
· MULCH TREE GARDENS WITH MINIMUM 1200mmØ COLLAR OF 25mm+ HOOP PINE MULCH Weekly: November - February
WITH THE LA TO ESTABLISH SCOPE OF WORKS MANAGEMENT PROCEDURES & CLARIFY ANY
SYSTEM REQUIREMENTS 100mm DEEP TO AS4454. DO NOT MULCH WITHIN 50mm OF TRUNK / PLANT STEM. Fortnightly: March - April Maintain turf neatly against any edge &
ISSUES.
· CO-ORDINATE ON-SITE WITH OTHER TRADES, PROVISION OF ALL CONDUITS & · EDGE & STAKE TREES PER DETAIL. Trimming Monthly: May - August around any service or respective cover
· INSTALL TREE PROTECTION MEASURES AS PER PLANS & DETAIL WHERE REQUIRED.
PENETRATIONS REQUIRED FOR ACCESS TO ALL AREAS TO BE IRRIGATED. · ALL TREES TO BE LOCATED MINIMUM;
· PRIOR TO COMMENCING CONSTRUCTION WORKS, VERIFY DIMENSIONS, LEVELS & LOCATION - 1000mm FROM UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED Every 2 weeks October - March. No weeds or grass taller than
· CONTROL VALVES TO BE HOUSED IN LOCKABLE HEAVY DUTY, GREEN IN COLOUR, PLASTIC
OF SITE SERVICES, REFER ENGINEER'S DRAWINGS GENERALLY. Spraying / wick wiping Every 4 weeks April - September plant within 500mm of plants.
VALVE BOXES WITH ACCESS FOR HAND MAINTENANCE. LOCATE VALVE BOXES IN GARDENS. ON-SITE BY CONTRACTOR PRIOR TO PIT EXCAVATIONS
· DIMENSIONS TAKE PRECEDENCE OVER SCALE.
· INSTALL BACKFLOW PREVENTION DEVICE(S) WHERE REQUIRED IN GARDEN WITHIN - 1500mm HORIZONTALLY & VERTICALLY FROM SEWER LINES 100mm minimum required depth &/or
· CONTRACTOR TO REVIEW ALL SCHEDULES HEREIN TO CONFIRM THEIR CORRELATION TO - 1500mm FROM PROPERTY CONNECTIONS
LOCKABLE PROTECTIVE MESH FRAME. mulch adequate to suppress weed
THESE PLANS. WHERE DISCREPANCIES OCCUR WITHIN LANDSCAPE DOCUMENTATION - 8m FROM OVERHEAD STREET LIGHTING Re-mulching
· INSTALL REDUCED PRESSURE ZONE VALVES (NC APPROVED) IN-LINE, DOWNSTREAM OF Once during MP & once per year growth & maintain soil moisture.
REFER TO LA PRIOR TO PROVISION OF TENDER PRICING &/OR CONSTRUCTION. - 900mm FROM BACK OF KERB OR IN BETWEEN KERB & FOOTPATH WHERE APPLICABLE
TAKE-OFF FROM MAIN SERVICE LINE. COORDINATE LOCATIONS WITH SUPER ON-SITE. Inspect planting at the start of
· ALL MAINS & ANY PRESSURISED BRANCH TO THE MAINS TO BE CLASS 12 PVC PIPE. ALLOWING FOR SERVICE SETBACKS AS PER ABOVE) - OR AS DIMENSIONED ON PLANS spring & assess damaged, dead
SEDIMENT & EROSION CONTROL
· ALL SHRUBS & GROUNDCOVERS TO BE DRIP IRRIGATED (NO POP-UP SPRAYERS). CHECK - 3m FROM DRIVEWAY CROSSOVERS, STORMWATER CATCH PITS, POWER POLES, & or unhealthy plants. Replant as To achieve minimum design planting
· THE LANDSCAPE CONTRACTOR TO IMPLEMENT & MAINTAIN FOR THE CONTRACT DURATION, FIRE HYDRANTS densities and garden cover
SYETEM ONCE PER MONTH TO ENSURE ALL EMITTERS ARE FUNCTIONING APPROPRIATELY. Re-planting required.
BEST PRACTICE EROSION & SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE
· IRRIGATION SYSTEM TO HAVE AN AUTOMATIC TIMER / CONTROLLER. LOCATE CONTROLLER - 600mm FROM CONCRETE PATHS
MANUAL FOR EROSION & SEDIMENT CONTROL (MAROON MANUAL), GOOD ENVIRONMENTAL Every 2 or 3 days during EP, Plants exhibit healthy growth & no signs
IN SUITABLE LOCKABLE BOX. INSTALL LAMINATED COPY OF SYSTEM LAYOUT WITHIN BOX. - 15m FROM PEDESTRIAN ROAD CROSSING - APPROACH SIDE
PRACTICE & THE CONSULTING CIVIL ENGINEERS SPECIFICATION FOR EROSION & SEDIMENT weekly during MP, or as required of drought stress
· IRRIGATION SYSTEM TO HAVE A RAIN SENSOR CONNECTED TO CONTROLLER TO ENSURE - 5m FROM PEDESTRIAN ROAD CROSSING - DEPARTURE SIDE
CONTROL. PENALTIES & FINES FOR NON-COMPLIANCE WILL APPLY. Watering to maintain adequate soil moisture
SYSTEM DOES NOT OPERATE DURING RAIN PERIODS. - 8m FROM EXTENSION OF PROPERTY BOUNDARIES ON SIDE STREETS
· INSTALL SILT CONTROL FENCING IN ACCORDANCE WITH SITE ENVIRONMENTAL - 3.05m FROM ADJOINING, NEW, OR PERPENDICULAR LOT BOUNDARIES Once during MP or as required
· IRRIGATE PLANTS TO ENSURE ADEQUATE MOISTURE IS MAINTAINED DURING
MANAGEMENT PLAN & LOCAL AUTHORITY REGULATIONS. where & when plants are not
ESTABLISHMENT.
· SEDIMENT & EROSION CONTROL DEVICES TO BE INSTALLED WHERE NECESSARY & AS GENERAL PLANTING responding to slow release Plants appear healthy exhibit good rate
· ADJUST SYSTEM POST ESTABLISHMENT SO IT OPERATES DURING DRY & HOT PERIODS SO
DIRECTED ON SITE BY SUPER. · REFER TO DETAIL(S) HEREIN RESPECTIVELY.
Fertilising fertiliser applied at planting of growth.
PLANTS & TURF AREAS ARE ADEQUATELY WATERED TO MAINTAIN HEALTHY & VIBRANT
· ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE · SUPPLY & PLACE PLANTS ACCORDING TO PLANT SCHEDULE, PLANT SETOUT NOTES & PLAN
CONDITIONS. As required where plants require
WITH MANUFACTURER'S SPECIFICATIONS. LOCATIONS. support. Allow to stake 20% of
· THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT & EROSION CONTROL · WHERE DISCREPANCIES OCCUR ADVISE SUPER PRIOR TO PLANTING. trees during EP. Allow to stake
LEVELS
DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS; · ENSURE PLANTS ARE PLACED & PLANTED AT EQUAL CENTRES, STAGGERED, NOT IN ROWS Staking further 20% of trees during MP. Plants growing in an upright manner.
· SEE PLAN FOR ARCHITECT'S & ENGINEER'S PROPOSED LEVELS.
a.) DURING CONSTRUCTION: - DAILY DURING DRY WEATHER UNLESS INDICATED ON PLANS.
· VERIFY ALL LEVELS, CONDITIONS, & UTILITY LOCATIONS IN-THE-FIELD INCLUDING ALL Inspection for storm Following storm event, heavy
- PRIOR TO PREDICTED STORM EVENTS · MASS & GROUP PLANTINGS TO BE SPACED EVENLY IN A TRIANGULAR PATTERN TO ACHIEVE
INVERTS. IF A DISCREPANCY OCCURS NOTIFY SUPER &/OR LA. rainfall or high winds Any damage noted and rectified
- TWICE DAILY DURING PROLONGED RAIN damage
· LEVELS TO BE CONFIRMED BY A QUALIFIED/LICENSED SURVEYOR. OPTIMUM COVER RELATED TO MATURE PLANT SIZE AND FORM.
b.) DURING ESTABLISHMENT PERIOD: - WEEKLY DURING DRY WEATHER · SHRUBS & SPREADING GROUNDCOVERS TO BE SET BACK A MINIMUM 500mm FROM ROADS,
· GRADE EVENLY BETWEEN PRESCRIBED LEVELS & FINISHED SURFACE LEVELS ENSURING Pruning - to promote Monthly during EP, every 3 months Plants have desired natural form &
- PRIOR TO PREDICTED STORM EVENTS KERBS, GARDEN EDGES & PATHS TO ALLOW FOR MATURE PLANT FORM. CONFIRM WITH LA
POSITIVE DRAINAGE & NO PONDING AREAS. healthy plant growth MP & beyond display healthy growth
- TWICE WEEKLY DURING PROLONGED RAIN WHICH REQUIRE MORE DISTANCE.
· CO-ORDINATE ESTABLISHMENT OF LANDSCAPE LEVELS WITH SUPER.
· ALL STOCKPILES ARE TO BE PROTECTED WITH SUITABLE EROSION CONTROL DEVICES & EP - Provide a report to LA on Scheduled activities carried out.
· ALL PLANTS MUST BE PLANTED USING ONE AGRIFORM 10g FERTILISER (N.P.K. 20-4.3-4.1)
GRADED TO ENSURE CONTROL OF RUNOFF. establishment progress at each Successful establishment. Scheduled
DRAINAGE TABLET AT A RATE OF 1/140mm, 2/200mm, 3/300, 4/45 litre & ABOVE POT SIZES, 5g TABLET FOR
· COORDINATE INSTALLATION OF SEDIMENT & EROSION CONTROL DEVICES WITH CIVIL progress payment claim. Maintenance activities carried out.
· ALL FIELD INLETS & SUBSURFACE DRAINS TO BE CONNECTED TO EXISTING DRAINAGE TUBESTOCK.
CONTRACTOR TO ENSURE COMPATIBILITY & CONSISTENCY IN CONTROL MEASURES. MP - Provide completed activities Successful maintenance.
SYSTEM. REFER ENGINEER'S & ARCHITECT'S PLANS FOR DRAINS & HYDRAULIC SERVICES. · CULTIVATE SUBGRADE TO 150mm. Monitoring
· ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED TO list to LA after every 3 months.
· SUBSURFACE DRAIN TO BE 100mm MINIMUM AG-FLOW PIPE CENTRED IN 300mm x 300mm · SOAK PLANTS THOROUGHLY BEFORE REMOVING FROM CONTAINER.
PREVENT EROSION. · REMOVE PLANTS FROM CONTAINERS / BAGS / TUBES CAREFULLY & INSPECT ROOTBALL,
GRAVEL TRENCH SURROUNDED BY LA APPROVED PERMEABLE BIDIM.
· LANDSCAPE FIELD INLETS TO BE 300mm X 300mm x 450mm CONCRETE SUMPS WITH H.D. REMOVE OLD MATTED & COILED ROOTS TO EXPOSE YOUNG ROOTS. ALL STOCK TO BE FREE
SITE WORKS OF STRUCTURAL DEFECTS ABOVE & BELOW SOIL LINE (I.E. NO GIRDLED ROOTS).
SOURCES:
GALVANISED SURFACE GRATE / LID. DETERMINE REQUIREMENTS ON-SITE IN ADDITION TO
· REMOVE ALL UNWANTED MATERIAL, DELETERIOUS & OPERATIONAL DEBRIS FROM SITE. · SURVEY - VIA ENGINEER · ENGINEERING - SCG
THOSE ON PLANS. · DO NOT MIX SOIL FROM HOLE WITH MULCH.
· PLAN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. · ARCHITECTURE - ACE SPACE DESIGN
· ENSURE ALL DAMAGED STORMWATER PIPES ARE REPLACED & RELOCATED AS NECESSARY. · ROUGHLY SQUARE HOLE SIDES.
· VERIFY ALL DIMENSIONS IN-THE-FIELD. · FILL HOLE WITH WATER, ALLOW TO DRAIN BEFORE PLANTING.
· STORMWATER DRAINAGE TO BE 100mm MINIMUM uVPC DRAINAGE PIPE.
· WHERE BAD GROUND OCCURS OR LEVELS PROVIDED ARE NOT FUNCTIONAL REFER TO LA.
· ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE & WHERE PATHS, EDGES, & · INSTALL FERTILISER TABLET(S), INSTALL PLANT, BACKFILL PLANT WITH AMELIORATED SITE TESTING:
· ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE & WHERE PATHS, EDGES, & TOPSOIL. IF NONE IS AVAILABLE, BACKFILL WITH MRTS 16B TOPSOIL. · FURNISH LA WITH SOILS TESTING RESULTS & AMELIORATION RECOMMENDATIONS FOR
GARDENS ETC. MAY IMPEDE DRAINAGE; REFER TO LA BEFORE CONTINUING WORKS.
GARDENS ETC. MAY IMPEDE DRAINAGE, REFER TO SUPER BEFORE CONTINUING WORKS. · WATER PLANT IN WELL & MAINTAIN SOIL MOISTURE LEVELS THROUGH E.P. APPROVAL.
· ENSURE DRAINAGE WORKS CORRELATE WITH, & DO NOT DISTURB, ADJACENT LAND.
· ENSURE DRAINAGE WORKS CORRELATE WITH ADJACENT LAND. · DO NOT COMPACT PLANT PIT.
· SEE LEGEND FOR PLAN SYMBOLS & PLANS FOR LOCATIONS.
· CIVIL DESIGN HAS PROVIDED A POSITIVELY DRAINED SITE HOWEVER, WHERE DRAINAGE
ISSUES ARE IDENTIFIED REFER SUPER.
· WHERE DRAINAGE IS REQUIRED THE FOLLOWING APPLIES: CERTIFICATIONS:
- ALLOW FOR SEEPAGE INTERCEPTION SUB-SURFACE DRAINAGE WHERE PATHS & NEW TURFED AREAS · FURNISH LA WITH FOLLOWING CERTIFICATIONS PRIOR TO ON-MAINTENANCE
· REFER TO 2.0 LANDSCAPE CONSTRUCTION - DRAINAGE FOR MORE INFORMATION. · EXCAVATE CIVIL FINISH LEVELS 150mm FOR TURF AREAS (UNLESS COMPLETED BY BUILDER).
LANDSCAPE WORKS IMPEDE DRAINAGE. (TO BE COORDINATED ON SITE) INSPECTION;
- ALLOW FOR 300mm x 300mm GRAVEL TRENCH WITH SOCKED AG-LINE UNDER PATH, · CULTIVATE SUBGRADE SOIL TO A DEPTH OF 150mm. - AS 2303:2015 - MRTS 16 TOPSOIL - AS4454 FOR MULCH
SLEEVING & CONDUITS · CIVIL CONTRACTOR TO HARVEST, STOCKPILE & RE-SPREAD SITE TOPSOIL.
DISCHARGE TO NATURAL DRAINAGE LINES.
· SUPPLY & INSTALL 2 - 150mmØ SOLID HVPC PIPING UNDER ALL BUILDING EXTERIOR · LANDSCAPE CONTRACTOR TO TEST TOPSOIL TO AUSTRALIAN STANDARDS FOR SOIL
- ALLOW FOR 300mm x 300mm LATERAL COLLECTION TRENCHES EXTENDING NOM. 1m SAMPLE APPROVALS:
HARDSTAND AREAS THAT BISECT LANDSCAPE AREAS FOR IRRIGATION & LANDSCAPE MODIFICATION RECOMMENDATIONS.
EITHER SIDE OF LOW POINT. · FURNISH LA WITH FOLLOWING SAMPLES FOR LA APPROVAL PRIOR TO CONSTRUCTION;
DRAINAGE PURPOSES. EXTEND ENDS 300mm BEYOND PATHS, EACH SIDE & CAP. · ALLOWANCES SHALL BE MADE BY LANDSCAPE CONTRACTOR TO ADJUST TOPSOIL FOR pH
- HOOP PINE MULCH - ROCK / COBBLE MULCH
GRAVEL MULCH BALANCING & NUTRIENT IMPROVEMENTS.
TOPSOIL HARVESTING, STOCKPILING, RE-USE & SPREADING · TRIM AMELIORATED TOPSOIL, FILL DEPRESSIONS & PROVIDE EVEN FALLS AS INDICATED
· INSTALL DECORATIVE GRAVEL MULCHING PER FINISHES SCHEDULE.
· BUILDER SHALL STRIP TOP 300mm OF TOPSOIL FROM SITE GARDEN AREAS & 150mm FROM ON DRAWINGS.
TURFED AREAS & STOCKPILE TOPSOIL. LANDSCAPE CONTRACTOR TO COORDINATE WITH · FINISHED TURF GRADES/CONTOURS SHALL BE SMOOTH & UNDULATING, FREE FROM
EDGING
BUILDER TO ENSURE TOPSOIL IS RE-INSTALLED PER THE FOLLOWING SPECIFICATIONS IN
APPROVED PLANS
· SUPPLY, INSTALL, & MAINTAIN EDGES PER PLAN & DETAILS. DELETERIOUS MATERIALS, DEBRIS, LARGE CLODS OF SOIL, STONES, & ORGANIC MATTER,
RESPECTIVE LANDSCAPING AREAS. POSITIVE FLOWING MINIMUM 2% SLOPES & NO PONDING AREAS. CO-ORDINATE ON-SITE WITH
· TOPSOIL STOCKPILING SHALL OCCUR IN AN AREA ADJACENT TO THE STRIPPED AREA(S) OR LA & ENSURE LEVELS ARE APPROVED PRIOR TO LAYING TURF. WHERE TURF MEETS HARD
PLANTING
AREA BY BUILDER WHICH WILL NOT HINDER WORKS INSPECTION VISIBILITY.
· STOCKPILE TOPSOIL TO ENSURE NO PONDING OF WATER & POSITIVE DRAINAGE.
NEW GARDENS
EDGES, ADJUST FINISH TOPSOIL LEVELS TO ALLOW STORMWATER TO FLOW UNIMPEDED
OVER LAID TURF TO LOW AREA RESPECTIVELY. MCU16/0112 & OPW16/0209
NOOSA COUNCIL
· INSTALL EROSION CONTROL MEASURES PER ENGINEER & ABOVE FOR STOCKPILED TOPSOIL. · SUPPLY & LAY 'A' GRADE TURF PER PLANS & THE PLANTING SCHEDULE.
· EXCAVATE FINISH LEVELS 300mm FOR GARDEN AREAS.
· LANDSCAPE CONTRACTOR TO CONDUCT SOILS ANALYSES TESTS TO STOCKPILED TOPSOILS · WHERE TURF IS INSTALLED ON SLOPES >20% PIN TURF TO INDUSTRY STANDARDS. REMOVE
· CULTIVATE SUBGRADE SOIL TO A DEPTH OF 150mm.
& AMELIORATE PER RECOMMENDATIONS PRIOR TO RE-SPREADING. FURNISH LA WITH
19 JANUARY 2017
PINS ONCE TURF IS WELL ESTABLISHED.
RESULTS. LANDSCAPE CONTRACTOR TO ALLOW FOR FOR pH BALANCING & NUTRIENT · WATER TURF IN WELL, APPLY WATER TO MAINTAIN SOIL MOISTURE UNTIL ESTABLISHED.
AMELIORATIONS. ALL SOIL TESTING TO BE CONDUCTED BY A LAB ACCREDITED BY NATA.
· SHOULD AMENDED SITE TOPSOILS BE INSUFFICIENT IN QUANTITY, LANDSCAPE
CONTRACTOR TO IMPORT MRTS 16 TOPSOIL & SPREAD TO PROPOSED PLAN FINISH LEVELS.
PRIOR TO SPREADING, IMPORTED TOPSOILS SHALL HAVE SOILS ANALYSES TEST AS PER
ABOVE. IMPORTED SOILS SHALL THEN BE AMENDED PER TEST RESULTS PRIOR TO
SPREADING.
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RAFTSEA PTY LTD PROPOSED INDUSTRIAL DEVELOPMENT Landscape Architects
Environmental
Project Management
This document is the copyright of anembo consultants & shall
LOT 4 SP244573 anembo consultants pty.ltd. A.B.N. 75 089 473 156
Sunshine Coast: PO Box 24 Moffat Beach QLD 4551
not be copied without written approval, nor shall it be used
except for the development and the site specified. Scale
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Page 7
TUBESTOCK PLANT, REFER TO PLANT
SCHEDULE FOR SPECIES
FORM SHALLOW SAUCER SHAPED
DEPRESSION AROUND PLANT BASE
100mm DEEP ORGANIC MULCH AS PLANT PIT 2X WIDTH OF 2x POT Ø SHRUB / GROUNDCOVER / TUFTY
SPECIFIED. KEEP MINIMUM 50mm RESEPCTIVE POT. SCARIFY ALL GRASS PLANT SPECIES PER PLAN
CLEAR OF PLANT STEM. PIT WALLS & BOTTOM, TYP. POT Ø
BACKFILL PLANT PIT WITH 100mm ORGANIC MULCH PER
GARDEN BED TOPSOIL AS SPECIFIED, TOPSOIL AS PER GENERAL NOTES, GENERAL NOTES, KEEP MIN. 50mm
AVOID COMPACTION, TYP. AVOID COMPACTION, TYP. FROM PLANT STEM. FORM SHALLOW
DISH DRAIN TO BASE OF PLANT, TYP.
CULTIVATED SUBGRADE TO 150mm GARDEN BED TOPSOIL AS
PER GENERAL NOTES, AVOID
COMPACTION, TYP.
100mm, TYP.
SLOW RELEASE FERTILISERAS 'AGRIFORM' SLOW RELEASE
SPECIFIED. USE PHOSPHORUS FREE FERTILISER. TYPE, SIZE & FORMULA
TABLETS FOR CALLISTEMONS & PER GENERAL NOTES. DO NOT USE
2x ROOTBALL FOR BANKSIA, CALLISTEMON OR
GREVILLEAS.
DEPTH, TYP. GREVILLEA SPECIES, TYP.
SUBGRADE
150mm, TYP. 150mm DEEP CULTIVATED
SUBGRADE, OR AS PER
EXISTING SUBGRADE, TYP. GENERAL NOTES, TYP.
1 TUBESTOCK PLANTING N.T.S. POTTED SHRUB, GROUNDCOVER OR TUFTY GRASS PLANTING
LD2 Typical Section N.T.S.
APPROVED PLANS
MCU16/0112 & OPW16/0209
NOOSA COUNCIL
19 JANUARY 2017
NOTES:
ENSURE CROWN OF ROOTBALL LEVEL IS
SET HIGHER THAN ADJACENT FINISHED
GROUND LEVELS TO PREVENT EXCESSIVE
PONDING AROUND ROOTBALL.
50mm WIDE HESSIAN TREE TIES WRAPPED
LOOSELY AROUND TRUNK, THEN A FIGURE 8 &
SECURED TO STAKE WITH GALVANISED NAILS
OR STAPLES. POSITION TREE TIE BETWEEN
1/3 TO 1/2 OVERALL HEIGHT OF TREE.
2 - 50 x 50 x 2400mm F14 HARDWOOD
CENTRALLY POINTED NON-TREATED STAKES.
STAKES TO BE DRIVEN VERTICALLY INTO
GROUND OUTSIDE OF THE ROOTBALL &
SHALL HAVE A FINISHED HEIGHT LOWER
THAN THE TREES LOWER LATERAL LIMBS.
FORM SHALLOW SAUCER SHAPED
DEPRESSION AROUND BASE OF PLANT.
KEEP MULCH NOM. 50mm FROM TRUNK PIT 2x
BASE. ROOTBALL Ø
100mm DEEP ORGANIC MULCH AS
SPECIFIED. MOUND MULCH AT EDGE OF
PLANT PIT TO COLLECT WATER TO FALL
DOWN EDGES OF PLANT PIT. DO NOT MULCH
WITHIN 50mm OF PLANT STEM.
TREE PIT TO BE EXCAVATED TO NOMINAL
DEPTH OF 600mm. BACKFILL HOLE WITH
100% FRIABLE AMELIORATED SITE TOPSOIL
FIRMING PROGRESSIVELY. ALL EXCAVATED
FILL TO BE REMOVED OFF SITE.
SCARIFY PIT WALLS & CULTIVATE PIT
BOTTOM 150mm, TYP.
SLOW RELEASE FERTILIZER AS PER
MANUFACTURERS SPECIFICATIONS &
GENERAL NOTES. SLOW RELEASE FERTILIZER AS PER
MANUFACTURER'S & SPECIFICATIONS, TYP.
N.T.S.
S1608900
1609-A anembo consultants
RAFTSEA PTY LTD PROPOSED INDUSTRIAL DEVELOPMENT Landscape Architects
Environmental
Project Management
This document is the copyright of anembo consultants & shall
LOT 4 SP244573 anembo consultants pty.ltd. A.B.N. 75 089 473 156
Sunshine Coast: PO Box 24 Moffat Beach QLD 4551
not be copied without written approval, nor shall it be used
except for the development and the site specified. Scale
85 RENE ST, NOOSAVILLE, Q, 4566 Ph: 07 5437 0000 Fax: 07 5437 0088
can not be guaranteed when printing from PDF files. e-mail: [email protected] www.anembo.com
Page 8
FINISHES SCHEDULE LANDSCAPE PLANS LEGEND DETAIL
Softscape Landscape Items
CODE ITEM PRODUCT/ DESCRIPTION SIZE/PATTERN FINISH COLOUR
Topsoil Existing site topsoil refer Specifications Top Soil & Soil Preparation - As per General Smooth, uniform, & weed free topsoil mulch surfaces, with As supplied
Notes, per plan nominated areas. no deleterious materials.
Decorative Gravel Mulch 50mm Ø 200mm depth, uniform coverage over pinned geo-fabric As supplied by builder
Gravel Mulch (decorative)
Organic Mulch Gardens - Hoop Pine 25mm+Ø+ Uniform finish 100mm deep, free of deleterious materials. As supplied
SC Organic Mulch Area Bio-basin Media Areas - Sugar Cane Mulch As supplied Uniform finish free of deleterious materials & weed seed (i.e. As supplied
Nut Sedge), 100mm deep. Install pinned open weave jute
netting over mulch.
PLANT SCHEDULE
CODE GENUS species - Common Name Qty Size Staked
TREES
PAN uti PANDANUS utilus - Red Edged Pandanus 2 Ex. Ground Yes
XAN chr XANTHOSTEMON chrysanthus - Golden Penda 6 45 L Yes
APPROVED PLANS
SHRUBS
BAN rob BANKSIA robur - Swamp Banksia 21 140mm
MCU16/0112 & OPW16/0209
COR kil CORDYLINE 'Kilauea' 5 200mm
LEP liv LEPTOSPERMUM liversidgei - Olive Tea Tree 5 200mm
NOOSA COUNCIL
MET spr METROSIDEROS 'Springfire' 16 140mm
19 JANUARY 2017
GROUNDCOVERS
DIE gra DIETES grandiflora - Bearded Iris 95 140mm
LOM hys LOMANDRA hystrix - Mat Rush 72 140mm
MYO eli MYOPORUM ellipticum - Coastal Myoporum 128 140mm
SCA mau SCAEVOLA 'Mauve Clusters' 61 140mm
, all from tubes Area A = 15 Area B = 50
ISOLEPSIS nodosa - Knobby Club Rush 30 100
JUNCUS usitatus - Common Rush 30 100
LOMANDRA hystrix - Mat Rush 60 200
S1608900
1609-A anembo consultants
RAFTSEA PTY LTD PROPOSED INDUSTRIAL DEVELOPMENT Landscape Architects
Environmental
Project Management
This document is the copyright of anembo consultants & shall
LOT 4 SP244573 anembo consultants pty.ltd. A.B.N. 75 089 473 156
Sunshine Coast: PO Box 24 Moffat Beach QLD 4551
not be copied without written approval, nor shall it be used
except for the development and the site specified. Scale
85 RENE ST, NOOSAVILLE, Q, 4566 Ph: 07 5437 0000 Fax: 07 5437 0088
can not be guaranteed when printing from PDF files. e-mail: [email protected] www.anembo.com
Page 9
5.4
5.2
4.8 5.0
APPROVED PLANS
MCU16/0112 & OPW16/0209 PLAN NOTES:
See LD3 for Schedules and LEGEND
NOOSA COUNCIL
WARNING
19 JANUARY 2017 THE LOCATION OF EXISTING & PROPOSED TELSTRA,
ELECTRICITY, SEWERAGE, STORMWATER & WATER ARE
SHOWN SCHEMATICALLY ON THE DRAWINGS. PRIOR TO
& DURING CONSTRUCTION OBTAIN THE LOCATION OF
ALL SERVICES (UNDERGROUND & OVERHEAD) FROM
THE RESPONSIBLE AUTHORITY & DESIGNER
RESPONSIBLE FOR THE SERVICE SHOWN.
S1608900
1609-A anembo consultants
RAFTSEA PTY LTD PROPOSED INDUSTRIAL DEVELOPMENT Landscape Architects
Environmental
Project Management
This document is the copyright of anembo consultants & shall
LOT 4 SP244573 anembo consultants pty.ltd. A.B.N. 75 089 473 156
Sunshine Coast: PO Box 24 Moffat Beach QLD 4551
not be copied without written approval, nor shall it be used
except for the development and the site specified. Scale
85 RENE ST, NOOSAVILLE, Q, 4566 Ph: 07 5437 0000 Fax: 07 5437 0088
e-mail: [email protected] www.anembo.com
can not be guaranteed when printing from PDF files. LANDSCAPE PLAN
Page 10
APPROVED PLANS
MCU16/0112 & OPW16/0209
NOOSA COUNCIL
19 JANUARY 2017
6.0
5.8
INDUSTRIAL DEVELOPMENT PLAN NOTES:
See LD3 for Schedules and LEGEND
5.6
WARNING
THE LOCATION OF EXISTING & PROPOSED TELSTRA,
ELECTRICITY, SEWERAGE, STORMWATER & WATER ARE
SHOWN SCHEMATICALLY ON THE DRAWINGS. PRIOR TO
& DURING CONSTRUCTION OBTAIN THE LOCATION OF
ALL SERVICES (UNDERGROUND & OVERHEAD) FROM
THE RESPONSIBLE AUTHORITY & DESIGNER
RESPONSIBLE FOR THE SERVICE SHOWN.
S1608900
1609-A anembo consultants
RAFTSEA PTY LTD PROPOSED INDUSTRIAL DEVELOPMENT Landscape Architects
Environmental
Project Management
This document is the copyright of anembo consultants & shall
LOT 4 SP244573 anembo consultants pty.ltd. A.B.N. 75 089 473 156
Sunshine Coast: PO Box 24 Moffat Beach QLD 4551
not be copied without written approval, nor shall it be used
except for the development and the site specified. Scale
85 RENE ST, NOOSAVILLE, Q, 4566 Ph: 07 5437 0000 Fax: 07 5437 0088
e-mail: [email protected] www.anembo.com
can not be guaranteed when printing from PDF files. LANDSCAPE PLAN