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Plans - 20-22 Venture Drive Noosaville - MCU17/0078
Plans and drawings: the text below has words only, no drawings.
20-22 Venture Drive, Noosaville APPENDIX A Architectural Plans MATERIAL CHANGE OF USE TO ESTABLISH INDUSTRY BUSINESS TYPE 2 & ANCILLARY DWELLING UNIT 20-22 VENTURE DRIVE, NOOSAVILLE described as Lot 16 on SP297259 Applicant: DS and AS Development Pty Ltd Date: 29 JUNE 2017 21 GRA VER 1 310117
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Page 2
5 08 Block wall 5 09
4 74
5 54 5 41 5 54 5 40 5 41 5 54 5 45 5 41 5 32 5 54 3000l Water Tank
3000l Water Tank 5 44 5 48 5 54
5 44 5 45 5 50 3000l Water Tank Stormwater5 18 5 09
Stormwater pit
Stormwater pit
pit 5 15
5 54
Block wall
5 54 5 39
5 71 5 59 5 52 5 55
5 76 5 57
5 77
5 64
5 91 5 76
5 81
5 79 6 00
5 84
5 92
5 90
5 91
5 89
5 91
5 90
5 96 5 92
5 96 5 89
5 99
5 48
5 86
6 07
5 90
6 09 5 97 5 96 5 54
6 07
SEWER MANHOLE
WATER
5 56 STORM LE
MANHO 5 52
TRICITY
ELECLL 5 60
PI AR 5 46 0
5.5
5 67 A PIT
TELSTR 5 52
5 77 PATH 5 45
5 92 5 89 5 84 5 72 NAIL IN
ELECTRICITY 5 87 5 72 5 57 RL 5.56
PILLAR 5 63
TELSTRA PIT stop valves 5 48
5 89 5 79 5 69 5 64 5 49
5 89 5 84 5 74 5 33
5 50
concrete path
5 33 gull
y pit
SCREW
top of concrete kerb METAL 5 59 5 56 RL 5.51
5 81 5 80 5 79 74 5 68 LIGHT POLE 5 60 5 57
SCREW 5.75 5
RL 5.82 5 64
PROPOSED 12 FACTORY UNITS
LOT 16 VENTURE DRIVE, NOOSAVILLE.
[OCR of page images]
LOT 100
SP. 216079
id 508 Block wall 60.47 g 5 09 44 s
soooiwaterfok Po Bee ee 8 Dat ca eh | = ETP] 20001 Water Tank
id) Sigmar * Storm
0.05 onP|
st
576, 614 5 88
SITE PLAN
PROPOSED 6 TOTAL SITE AREA STAGE 1 - 2306.8 m
LOT 16 FACTORY UNITS TOTAL SITE AREA STAGE 2 - 970.2 m
SP. 297259
veRAre PROPOSED USE AREA STAGE 1 - 1103.4 m?
PROPOSED USE AREA STAGE 2 - 989.7 m
9 — © PROPOSED TOTAL USE AREA - 2093.1 m?
LOT 15 w [oz | aw 8
SP. 216079 s 3 a3 3 Bt 3 PROPOSED LANDSCAPE AREA STAGE 1 - 372.2 m2
a er a a 8 — PROPOSED LANDSCAPE AREA STAGE 2 - 142.6 mm?
50 8% fe = » me PROPOSED TOTAL LANDSCAPE AREA - 514.8 m?
PROPOSED 6 _ Caetanes 2 | opanace PROPOSED CAR PARKING AREA STAGE 1 - 349.5 m
DRAINAGE 2
b*\/FACTORY UNITS © GRATE © GRATE PROPOSED CAR PARKING AREA STAGE 2 - 30.2 m
Lk . . PROPOSED TOTAL CAR PARKING AREA - 379.7 m?
STAGE 1
5 s PROPOSED SCOOTER PARKING AREA STAGE 1 - 12.0 m?
96 5.96 se 5.92 PROPOSED SCOOTER PARKING AREA STAGE 2 - 0.0 m*
LOADING * * LOADING PROPOSED TOTAL SCOOTER PARKING AREA - 12.0 m?
2 = CARPARKING PROVIDED = 26 CAR SPACES & 4 MOTORBIKE SPACES
+ * 5 86 “8
or y » DRAINAGE 0.07 OMP
60% DRAINAGE 6.09 591 © sare 560 stare She e*
o GRATE le Sy ‘SEWER MANHOLE
0.05 OMP in Enclosure N AY annscaPwnc
Staff Staff * 2 bin Wass Down So, one
s ‘ 2 4 582
& LANDSCAPING . 2 ORIVEWAY ENTRY/ 08 CERT ge OO & NOTE: ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT
3 ‘AREA DRIVEWAY ENTRY £000 WDE asta ag ‘AUSTRALIAN STANDARDS AND THE REQUIREMENTS OF
4] £000_WiDE TTT 15.548 — THE BUILDING CODE OF AUSTRALIA.
evectRiciry ° 87 5% . 33.765 se 572 ° ‘ALL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN
BEIAS Sopvaves .
see TSP 5 79 “ 58 5 REFER 10 ENGNEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS,
“ oe concrete ° path TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS.
scney W851 OP oF coer ee, soo ud betes * so J se
RLS82
PROPOSED
LOT
VENTURE
12 FACTORY UNTTS
16 VENTURE DRIVE, NOOSAVILLE.
SITE PLAN
NOTE:- ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF WORK.
EASEMENT
TLF DEVELOPMENTS PTY. LTD.
DS & AS DEVELOPMENTS PTY. LTD.
PROPERTY DESCRIPTION
PROPOSED 12 FACTORY UNITS
ON LOT 16 S.P. 297259
20-22 VENTURE DRIVE,
NOOSAVILLE.
ABSA 1115096
29:6:17
seer 1 0F 8
Page 3
concrete path PROPOSED 12 FACTORY UNITS LOT 16 VENTURE DRIVE, NOOSAVILLE. [OCR of page images] LOT 100 SP. 216079 3.335 OMP 335 OMP = —— J 3.335 OMP 60.47 ti * * | | 2 * 0.05 OMP ee ‘STAGE DIVISION LINE STAGE 2 PROPOSED 6 STAGE 1 PROPOSED 6 LOT 16 FACTORY UNITS ° FACTORY UNITS STAGE DIVISION LINE J0.32 OMP 8 = 3S + 0.07 OMP LOT 15 SP. 216079 ° 8 }° ° © 0.05 OMP: ° 2 ‘ 2 3 4 . 15.548 33.765 concrete path | VENTURE DRIVE STAGING PROPOSED 12 FACTORY UNTTS LOT 16 VENTURE DRIVE, NOOSAVILLE. NOTE:- ALL DIMENSIONS TO BE VERIFIED BY BUILDER PRIOR TO COMMENCEMENT OF WORK. STAGING PLAN TOTAL SITE AREA STAGE 1 - 2306.8 m TOTAL SITE AREA STAGE 2 - 970.2 m PROPOSED USE AREA STAGE 1 - 1103.4 m? PROPOSED USE AREA STAGE 2 - 989.7 mm PROPOSED TOTAL USE AREA - 2093.1 m? PROPOSED LANDSCAPE AREA STAGE 1 - 372.2 m PROPOSED LANDSCAPE AREA STAGE 2 - 142.6 m PROPOSED TOTAL LANDSCAPE AREA - 514.8 m? PROPOSED CAR PARKING AREA STAGE 1 - 349.5 m PROPOSED CAR PARKING AREA STAGE 2 - 30.2 m? PROPOSED TOTAL CAR PARKING AREA - 379.7 m? PROPOSED SCOOTER PARKING AREA STAGE 1 - 12. PROPOSED SCOOTER PARKING AREA STAGE 2 - 0. PROPOSED TOTAL SCOOTER PARKING AREA - 12.0 m? = 26 CAR SPACES & 4&4 MOTORBIKE SPACES 2 2 0m 0 m CARPARKING PROVIDED Hee... EASEMENT OBSA 1115096 TLF DEVELOPMENTS PTY. LTD. DS & AS DEVELOPMENTS PTY. LTD.| 4.209 TROFEO s0n7 PROPOSED 12 FACTORY UNITS ON LOT 16 S.P. 297259 39:6:17 20-22 VENTURE DRIVE, _ NOOSAVILLE. veer 2or 8
Page 4
5 08 Block wall 5 09
4 74
5 54 5 41 5 54 5 40 5 41 5 54 5 41 5 32 5 54 3000l Water Tank
3000l Water Tank 5 44 5 48 5 45 5 54
5 44 5 45 5 50 3000l Water Tank Stormwater5 18 5 09
Stormwater pit
Stormwater pit
pit 5 15
5 54
Block wall
5 54 5 39
5 71 5 59 5 52 5 55
5 76 5 57
5 77
5 64
5 91 5 76
5 81
5 79 6 00
5 84
5 92
5 90
5 91
5 89
5 91
5 90
5 96 5 92
5 96 5 89
5 99
5 48
5 86
6 07
5 90
6 09 5 97 5 96 5 54
6 07
SEWER MANHOLE
AT ER
5 56 STORMWLE
MANHO 5 52
TRIC ITY
ELECLL 5 60 0
PI AR 5 46
5.5
5 67 A PIT
TELSTR 5 52
5 77 PATH 5 45
5 92 5 89 5 84 5 72 NAIL IN
ELECTRICITY 5 87 5 72 5 57 RL 5.56
PILLAR 5 63
TELSTRA PIT stop valves 5 48
5 89 5 79 5 69 5 64 5 49
5 89 5 84 5 74 5 33
5 50
concrete path pit
5 33 gully
SCREW
top of concrete kerb METAL 5 59 5 56 RL 5.51
5 81 5 80 5 79 74 5 68 LIGHT POLE 5 60 5 57
SCREW 5.75 5
RL 5.82 5 64
PROPOSED 12 FACTORY UNITS
LOT 16 VENTURE DRIVE, NOOSAVILLE.
[OCR of page images]
LOT 15
SP. 216079
SYMBOL
TREES
PLANTER BOXES
SHRUBS
PROPOSED
LOT
LOT 100
SP. 216079
le. s
e 3 g
in g .
ig 50 Biock wall 60,4745. an 8
sooowawrtek Poa Bs Se Om Sat oa oad TS wee in oat =o Soke TERY sce.atr Tank
re) Stormwater oe * pi ) * pe
0.05 OMP : SS 32 OMP
35
$
sf 509 [fie
576 574 5 98 5 52 . 555 5 51
57
LOT 16 PROPOSED 6
SP 297259 FACTORY UNITS
DRAINAGE sa
GRATE STAGE 2
5.9" 5 76 2
sale
° 6 oof 3
wy
” 5 90 5%
PROPOSED 6 Caretaker
DRAINAGE | DRAINAGE
6°: FACTORY UNITS © GRATE D> GRATE
°
STAGE 1 ‘ ie 58
5
J ot so
5% 5:96 le 5 89
LOADING LOADING
BAY BAY
58
ie 6° 5 is
58
7 le
Pe © GATE 0.07 OMP
oo DRAINAGE 6 09 5% Statf oA
O° GRATE le ‘SEWER MANHOLE
0.05 OMP Oy. ) Bin Eqiasure AV LANDSCAPING
Staff Staff “ HOE n in Wash Down| " ane
a ‘ Y
z ecTRICT 0
5 * DRIVEWAY ENTRY| 1B SMBILAR a6
Sloe 9 ed DRIVEWAY ENTRY 1 HO OF |e | 6000 wiDE__| Bog
3O*_* 6000 WIDE QO KO ON% Oe 75.568 oR
eugericiry 81 5 33.765 a 572 °
TELSTRA PIT 5 79 sp valves 5.68 5.64
oe oe 37
concrete path
sone ae OP ele Ho, wo ul at ® wo | ss
RLS82
VENTURE
LANDSCAPE PLANTING SCHEDULE
BOTANICAL NAME COMMON NAME
ACMENA HEMILAMPRA BUSH SATINASH
CUPANIOPSIS ANACARDIOIDES TUCKEROO
CALLISTEMON "GREAT BALLS OF FIRE” CALLISTEMON
WESTRINGIA FRUTICOSA ‘SMOKEY’ SMOKEY
12 FACTORY UNTTS
16 VENTURE DRIVE, NOOSAVILLE.
GROWTH HABIT
SMALL TREE
MEDIUM TREE
STRAPPY GROUND COVER
SMALL SHRUB
LANDSCAPING NOTES
100mm COVER OF SELECT GARDEN MULCH TO ALL GARDEN BEDS.
$82
— 8
NOTE:- ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF WORK.
LANDSCAPE PLAN
TOTAL SITE AREA STAGE 1 - 2306.8 m
TOTAL SITE AREA STAGE 2 - 970.2 m
PROPOSED LANDSCAPE AREA STAGE 1 - 372.2
PROPOSED LANDSCAPE AREA STAGE 2 - 142.6
PROPOSED TOTAL LANDSCAPE AREA - 514.8 m
NOTE:- ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT
AUSTRALIAN STANDARDS AND THE REQUIREMENTS OF
THE BUILDING CODE OF AUSTRALIA.
ALL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN
HEIGHT DATUM.
REFER TO ENGINEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS,
TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS.
POT SIZE QUANTITY
45 | 5
45 | 5
140 mm 57
140 mm 62
TLF DEVELOPMENTS PTY. LTD.
OBSA 1115096
PROPOSED 12 FACTORY UNITS
ON LOT 16 S.P. 297259
20-22 VENTURE DRIVE,
NOOSAVILLE.
29:6:17
steer Zor 8
Page 5
SCOPE. GENERAL CONDITIONS SITE PREP 7 EARTHWORKS MATERIALS 7 SERVICES HARDSCAPE PLANT MANAGEMENT SOFTSCAPE TURF (green couch) IRRIGATION (if required) LANDSCAPE ESTABLISHMENT PERIOD SPECIFICATION FOR LANDSCAPE WORKS PERFORMANCE. ALL LANDSCAPE CONSTRUCTION WORK IS TO BE CARRIED OUT IN COMPLIANCE WITH RELEVANT COUNCIL APPROVALS AND TO INDUSTRY BEST PRACTICE. ANY CHANGES FROM DESIGN DOCUMENTATION MUST BE APPROVED BY PROJECT LANSCAPE ARCHITECT PRIOR TO CONSTRUCTION ON SITE EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE UNDERTAKEN WHERE NECESSARY TO ENSURE NO DETRIMENTAL EFFECT TO DOWNSTREAM WATERWAYS OR NEIGHBOURING SITES. PRIOR TO COMMENCEMENT OF WORKS, EXISTING SITE CONDITION IS TO BE DOCUMENTED BY CONTRACTOR. ALL EXISTING AND PROPOSED SERVICES ON SITE ARE TO BE LOCATED AND CLEARLY IDENTIFIED. ALL BUILDING RUBBISH AND DELETERIOUS MATERIALS ARE TO BE REMOVED FROM SITE TO APPROVED WASTE LOCATION. LANDSCAPE AREAS SHALL BE SCARIFIED TO A DEPTH OF 150mm TO PROMOTE GOOD GROWTH FOR TURF AND PLANTING ALL MATERIALS TO BE USED IN THE CONSTRUCTION OF THE DESIGNED LANDSCAPE ARE TO BE OF AN INDUSTRY STANDARD QUALITY AND FROM A A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR PLANTS. ALL SELECT ITEM MATERIALS ARE TO BE APPROVED BY THE CLIENT PRIOR TO CONSTRUCTION ON SITE. PROVIDE SERVICE CONDUITS TO ALL GADEN BEDS FOR IRRIGATION AND DRAINAGE PURPOSE. PROVIDE CONDUITS FOR LIGHTING WHERE REQUIRED. ENSURE ADEQUATE DRAINAGE TO PLANTING AREAS FOR SPECIFIC SITE SOIL CONDITIONS VIA THE USE OF SLOTTED AGRICULTURAL DRAIN (SELECT SELECT TYPE FOR APPLICATION). OVERLAND FLOW PATHS WITHIN GARDEN BEDS (SELECT) RIVER GRAVEL ON GEOFABRIC MATERIAL) AND SURFACE STORMWATER PITS (LOCATED IN GENERALLY CONCEALED POSITIONS). PROPOSED HARDSCAPE ITEMS ARE TO BE CONSTRUCTED TO AUSTRALIAN STANDARDS AND RELEVANT COUNCIL CODES BY A SUITABLY LICENSED A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR PLANTS. EXTRUDED CONCRETE EDGE: EDGING TO BE LAID BY SUITABLE CONTRACTOR ON A COMPACTED SUBGRADE. SELECT COLOUR AND PROFILE BY CLIENT. DELINIATION OF EDGE AS PER LANDSCAPE WORKS. TIMBER EDGING 200x 50 TREATED PINE FIXED AT 900mm CRS WITHY TREATED STAKES AND GALVANISED FIXINGS. SPADE CUT EDGE: SPADE CUT EDGING IS CREATED USING A SHARP EDGE SPADE, TO CREATE A ‘V’ SHAPED CHANNEL TO THE EDGE OF THE GARDEN BED. ALL PLANT SPECIES ARE DETAILED WITHIN THE PLANT SCHEDULE. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR ACCEPTANCE BY COUNCIL AND PROJECT LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL PLANTS AS SPECIFIED FROM AN ACCREDITED NURSERY OR OTHER APPROVED SOURCE. PLANTS SHALL BE PRE-WATERED PRIOR TO ARRIVING ON SITE. PLANTS SHALL BE HEALTHY, HARDY AND OF GOOD FORM. THE ROOT SYSTEM OF EACH PLANT SHOULD NOT BE ROOTBOUND AND CONDUCIVE TO SUCCESSFUL TRANSPLANTATION. ALL PLANTS TO BE PEST AND DISEASE FREE WITH CONTAINERS FREE FROM WEEDS. STREET TREE SPECIES ARE TO COMPLY WITH NATSPEC AND RELEVANT COUNCIL CONDITIONS. STAKE TREES WITH A MIN. OF TWO 50x50 HWD STAKES AND HESSION STRAP OR SIMILAR AS NOT TO DAMAGE TREE. FIGURE ‘8’ DETAIL RECOMMENDED. NO TYPE OF STAKE TO PLACED THROUGH ROOTBALL OF PLANT AT ANY TIME. EACH PLANT TO HAVE ADDED WATER CRYSTALS TO PLANTING HOLE AND WATERED IN AFTER PLANTING AS REQUIRED. PLANT STOCK MAY BE REJECTED IF NOT CONFORMING WITH ABOVE SPECIFICATIONS. SETOUT OF ALL SOFTSCAPE AREAS TO BE IN ACCORDANCE WITH APPROVED PLANS. PLANTING ARES TO BE MOUNDED TO ACHIEVE ADEQUATE DRAINAGE AND AESTHETIC PRESENTATION. SOIL: A GOOD QUALITY FRIABLE, MODERATELY DRAINING, ORGANIC ENRICHED LANDSCAPING SOIL MIX SHALL BE IMPORTED FROM AN APPROVED SOURCE. THE SOIL SHOULD NOT CONTAIN ANY CLAYAND BE FREE FROM CONTAMINENTS SUCH AS WEEDS, STICKS AND ROCKS. IMPLEMENTATION WITHIN GARDEN AREAS TO A MIN OF 300mm DEPTH. ORGANIC MULCH: FOREST MULCH IN ITS VARIETY OF FORMS IS TO BE SUPPLIED AND INSTALLED TO A MIN. DEPTH OF 100mm. MULCH IS TO BE FREE OF FOREIGN MATTER INCLUDING WEEDS, SOIL, STICKS AND ROCKS. AVOID PLACEMENT OF MULCH AGAINST STEM OR TRUNK OF PLANTS. GRADE MULCH TO BE SELF RETAINED WITHIN GARDEN EDGING. GRAVEL MULCH: SELECTED WASHED RIVER MULCH GRADED IN SIZE AND COLOUR. USE IN AREAS AS SPECIFIED OINPLANS. TO BE USED TO SEPARATE ORGANIC MULCH FROM WALLS OF BUILDINGS, ADJACENT PATHS AND TOO FACILITATE DRAINAGE WITHIN GARDEN BEDS. MIN. DEPTH TO BE TWICE THE DIAMETER OF THE LARGEST PEBBLE. TURF SHALL CONSIST OF A DENSE, WELL ROOTED, VIGOROUS GRASS GROWTH WITH MIN. 25mm OF TOPSOIL. TURF IS TO BE DELIVERED TO THE SITE WITHIN 24 HOURS OF BEING CUT. TURF SHOULD BE FREE FROM DELETERIOUS MATERIAL. INCLUDING WEEDS, SEEDS OR ROOTS INCLUDING NUT GRASS AND OXALIS. TURF SHALL BE SUPPLIED IN UNIFORM SIZE IN UNBROKEN CONDITION. MOISTURE LEVEL TO REMAIN CONSISTENT DURING LAYING. TURF TO BE LAID ALONG CONTOUR AND PINNED IF GRATER THAN 1:4 SLOPE. PREPARE SUBGRADE TO A LEVEL BASE WITH AN APPROVED TOPSOIL AND SPREAD UNDER TURF FERTILIZER AT RECOMMENDED RATE. TURF TO FINISH LEVEL WITH PATHS, EDGES AND KERBS AFTER ROLLING AND SETTLEMENT. IRRIGATION TO BE INSTALLED BY A SUITABLY QUALIFIED CONTRACTOR AND BE INSTALLED IN ACCORDANCE WITH ALL COUNCIL WATER REGULATIONS THE MOST WATER EFFICIENT METHOD OF IRRIGATION IS TO BE USED, CONNECTED TO A TANK SUPPLY WHERE POSSIBLE. CONDUITS TO BE LAID TO ALL GARDEN ARES TO PROVIDE A REGULATED COVERAGE. FLUSH AND PRESSURE TEST PRIOR TO COMMISSIONING. PROVIDE AS CONSTRUCTED DRAWINGS CLEARLY SHOWING LOCATION OF ALL IRRIGATION COMPONENTRY. THE CONTRSACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF ALL LANDSCAPE WORKS FOR A PERIOD OF 13 WEEKS AFTER COMPLETION MAINTENANCE IS TO INCLUDE MOWING OF TURF, REMOVAL AND SPRAYING OF WEEDS, PRUNING AND TRIMMING OF SHRUBS WHERE REQUIRED, REPLACEMENT OF DEAD OR DISEASED PLANT STOCK AND CORRECT WORKING OF IRRIGATION SYSTEM. WATER IS TO BE PROVIDED TO ALL SOFT LANDSCAPING AT A REQUIRED RATE DURING THE ESTABLISHMENT PERIOD TO ENSURE HEALTHY AND VIGOROUS GROWTH. LANDSCAPE DETAILS REF G3047 suet Lor 8
Page 6
PROPOSED 12 FACTORY UNITS
LOT 16 VENTURE DRIVE, NOOSAVILLE.
[OCR of page images]
PROPOSED
LOT
12 FACTORY UNITS
16 VENTURE DRIVE, NOOSA VILLE xe
29950 30150
50 7610 13990 ia 7750 150] 150 7750 i 13625 * 8175. 150
4900 1002660 190 8150 190 13640 17150 190 6775 190 5725
u u F.R.L. 90/90/90 v FAR.L. 90/90/90 u u
8 B
. z Ao YJ a
&% ROLLER DOOR es 1 ) P—)
3000 WIDE TT i
3000 HIGH r+ oi |
g PEC E
3
+] _-LOCKER _-LOCKER me Is
—t i
LINE OF
Locker SNK || SINK . Locker SINK || SINK vez NE PFover .
100x100%5 SHS g 100x105 SHS s
+ STEEL POSTS = LINE OF 8
TO ENGINEERS DESIGN $ To ENGINEERS BESIGN | MEZZANINE OVER
° | = ant ¢ = ane? ? g ~~ a -— J 33
= 97.7 = 97.7 m > = 3)
s | (RES ABOVE) (RES ABOVE) = oxtons Sts =
| UNIT 5 2 FL 63 FL. 63 = | TO ENGINEERS DESIGN ig
AREA - 142.9 m° iS USE AREA - 87.1 m? USE AREA - 87.1 m? st | ia
e FL. 63 eS =
= LINE OF | USE AREA - 137.3 m* eR |
MEZZANINE OVER) 4 AREA ~ 162.6 nf |
ee FL. 63
| USE AREA - 152.2 m* | = |g
IS |S
I ROLLER DOOR g 8 ROLLER, DOOR ROLLER DOOR 8 8 ROLLER, DOOR |
| 3000 WIDE 3600 WIDE 3600 WIDE 3600 WIDE |
UNT & 4200 HIGH 8 x 2700 HIGH A = 2700 HIGH 8 8 4200 HIGH UNT 9
a oe ON |
& AREA - 261.4 nf ss i > AREA - 193.5 m?
FL63 Ke Ke FL. 63 100x100x5 SHS
smoxto0xs ss USE AREA - 231.3 mi! c B A STEEL POSTS
0 USE AREA - 183.2 m? TO ENGINEERS DESIGN
STEEL POSTS a
To ENGINEERS DESIGN |
a) 3 g G) 885 z ie
3) 8 S88 fies
ost 238
333 ent
ges Locker |
z
Looco F.RL. 90/90/90 ae °
8
g COCO T ¥
~ PH A | F.R.L. 90/90/90 COCO D a
J Ea
et ye | is | ls
§ + i g Sax LINE OF = ra
e| = HEP | BSS MEZZANINE OVER | LocKER 8
el |7} 3 | eae unt | <3) ale
3 ir LINE OF | AREA - 96.9 m? Fe |e
+ MEZZANINE OVER UNT 3 Fl. 63 | 100x100x5 SHS 2
2 STEEL POSTS
S| 85 AREA - 130.6 mt « USE AREA - 86.6 mn’ | TO ENGINEERS DESIGN 3
° | FL. 63 Sus S Fy
- * == : 7
tooxwos sus | USE AREA - 120.7 m’ Ses <B) a | 2
e TO ENGINEERS DESIGN | BRS | “
g > *
| F.RL. 90790790 | °
| COCO RL.
2 | | ie
= FRL. 90790790 Su. 100x100x5 SHS rR
I coco J IS8s | STEEL POSTS
LINE OF GROUND FLOOR PLAN le== TO ENGINEERS DESIGN
Bes |
MEZZANINE OVER q Sse UNIT 11 lo
e ——~ F ens AREA - 99.6 m? A =e |2
+ | NOTE: - ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS AND THE REQUIREMENTS OF THE BUILDING CODE OF AUSTRALIA. FAL. 6.3 |
| UNIT 2 ~ ALL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN HEIGHT DATUM. USE AREA - 89.2 mi
- REFER TO ENGINEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS, TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS. lo
o| AREA ~ 130.6 a = FRL TO COMPLY TABLE 5 SPECIFICATION C1.10 BCA TYPE C CONSTRUCTION. iS
S| ss ae 6 + Su. - EMERGENCY LIGHTING AND EXIT SIGNS IN ACCORDANCE WITH AS2293.1 TO BE POSITIONED OVER STAIRS, THROUGHOUT TENANCY AND EXIT DOORS. i] UNE OF | Locker | a
ee | USE AREA - 120.7 m 885 ~ FIRE EXTINGUISHERS TO COMPLY WITH AS2441. MEZZANINE OVER |
100x100%5. SHS ett = FLOOR COVERINGS TO COMPLY WITH SPECIFICATION C1.10 OF BCA. x
EL POSTS | 48s - DOOR HARDWARE TO COMPLY WITH CLAUSE 02.21 OF THE BCA AND AS1628.1. Cc FR. 90/90/90] ae °
TO ENGINEERS DESIGN, gas - WET AREA WATERPROOFING TO WET AREAS IN ACCORDANCE WITH AS3740. a
e| | = MECHANICAL VENTILATION SYSTEMS IN ACCORDANCE WITH AS1668.1 TO BATHROOM SPACES. COCO i
3 LOCKER ~ BATHROOM FIT OUT TO COMPLY WITH AS1428.1. uP | 3
| = NON-SLIP NOSING EDGES TO STAIRS TO AS1428.1 AND CLAUSE D2.14 OF BCA. :
= STAIRS TO HAVE OPAQUE RISERS TO COMPLY AS1428.1. > | lo
ls | - STAIR HANDRAILS TO BOTH SIDES OF STAIRS AND TACTILE INDICATORS TO COMPLY WITH AS1428.1, I I
a = ALL DOORS TO COMPLY WITH AS1428.1 MINIMUM CLEAR WIDTH TO BE 850mm i.e. 920mm MINIMUM DOOR TO BE INSTALLED. UNT 12 i a
° | F.RL. 90/90/90 = BALUSTRADE TO MEZZANINE TO COMPLY WITH CLAUSE 02.16 OF BCA BEING MINIMUM HEIGHT im AND MAXIMUM 125mm OPENINGS. K AREA - 102.1 m? |
8 . LockER
COCO FL. 63 |
Ls 6. I .
USE AREA - 91.8 m* } =8 |2
Su. log 100x100x5 SHS I
| Si S85 STEEL POSTS
3 UNIT 1 ose ZA _ DENOTES PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH AS 2644 age 70 ENGINEERS DESIGN 1S UNE OF
100x100x5. SHS _ Ses goo | MEZZANINE OV! lo
ea AREA = M67 of 335 [=] DENOTES EMERGENCY EXIT SIGN IN ACCORDANCE WITH AS 2293.1 ase | By
To ENGINEERS DESIGN FL. 63 283 Bes ROLLER DOOR HI "
g USE AREA - 106.7 m* DX] nenotes Locker 3500 WDE |
&| of —_ a 00 HIGH I
ba 7 (OO DENOTES BICYCLE HOOK ! 8
° LINE OF ——— —
8 | MEZZANINE OVER 08.15
8 tooKeR | a NOTES ALL DIMENSIONS TO BE TLF DEVELOPMENTS PTY. LTD.
| VERIFIED BY BUILDER PRIOR TO 3
3+ le COMMENCEMENT OF WORK. | Ds & AS DEVELOPMENTS PTY. LTD.
| Fa . LTD.
e} = a
ej" | PROPERTY DESCRIPTION
09.18 PROPOSED 12 FACTORY UNITS
| 0 yo — Hot My MW My | m | ON LOT 16 SP. 297259
+ Hao teagt + + Ht Ht Ht + t 700 + .P.
150 1001100 5 150] "459 5600 150 7750 150/150 7750 150 9100 liso 8700 wo 3 150 20-22 VENTURE DRIVE,
15000 1300 13650 T7150 13000 NOOSAVILLE.
29:6:17
steer 5 oF 8
Page 7
PROPOSED 12 FACTORY UNITS
LOT 16 VENTURE DRIVE, NOOSAVILLE.
[OCR of page images]
PROPOSED
LOT
RL. 90/90/90
12 FACTORY UNTTS
16 VENTURE DRIVE, NOOSAVILLE.
NOTE: ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF WORK.
TO ENGINEERS DESIGN
To ENGINEERS DESIGN
7
1
(0 SUPPORT UNIVERSAL BEAM
TOTAL G.F.A. 97.7 m? { INCL. BALC
TOTAL USE AREA 92.9 m?
F,
Ls = 9.6
DINING
versa BEAM OVER
| TO ENGINEERS DESKN
}DN||LDN TOTAL G.F.A. 97.7 m? ( INCL. BALC }
TOTAL USE AREA 92.9 m’
FL. = 9.6
DINING
UNIT 7
UNIVERSAL BEAM OVER
TO ENGINEERS DESIGN
UNIVERSAL BEAM OVER
TO ENGINEERS DESIGN
F.R.L. 90/90/90
UNIVERSAL BEAM OVER
|} TO ENGINEERS DESIGN
UNIT 3
FR. 90790790
FIRE EXTINGUISHERS TO COMPLY WITH AS2441,
BATHROOM FIT OUT TO COMPLY WITH AS1428.1.
F.R.L. 90/90/90
UNIVERSAL BEAM OVER
"TO ENGINEERS DESIGN
UNIT 1
I
I LINE. OF
|| MEZZANINE OVER
I
Md
|
UPPER FLOOR PLAN
FLOOR COVERINGS TO COMPLY WITH SPECIFICATION C1.10 OF BCA.
DOOR HARDWARE TO COMPLY WITH CLAUSE 02.21 OF THE BCA AND AS1428.1.
WET AREA WATERPROOFING TO WET AREAS IN ACCORDANCE WITH AS3740.
MECHANICAL VENTILATION SYSTEMS IN ACCORDANCE WITH AS16681 TO BATHROOM SPACES.
NON-SLIP NOSING EDGES TO STAIRS TO AS1428.1 AND CLAUSE 02.14 OF BCA.
STAIRS TO HAVE OPAQUE RISERS TO COMPLY AS1428.1
STAIR HANDRAILS TO BOTH SIDES OF STAIRS AND TACTILE INDICATORS TO COMPLY WITH AS1428.1.
ALL DOORS TO COMPLY WITH AS1428.1 MINIMUM CLEAR WIDTH TO BE 850mm
BALUSTRADE TO MEZZANINE TO COMPLY WITH CLAUSE 02.16 OF BCA BEING MINIMUM HEIGHT im AND MAXIMUM 125mm OPENINGS.
DENOTES EMERGENCY EXIT SIGN IN ACCORDANCE WITH AS 2293.1
[EX] __ denotes venten skyuicHt
NOTE: ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF WORK.
1
NOTE: - ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS AND THE REQUIREMENTS OF THE BUILDING CODE OF AUSTRALIA.
- ALL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN HEIGHT DATUM.
REFER TO ENGINEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS, TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS.
FRL TO COMPLY TABLE 5 SPECIFICATION C1.10 BCA TYPE C CONSTRUCTION.
EMERGENCY LIGHTING AND EXIT SIGNS IN ACCORDANCE WITH AS2293.1 TO BE POSITIONED OVER STAIRS, THROUGHOUT TENANCY AND EXIT DOORS.
. 920mm MINIMUM DOOR TO BE INSTALLED.
ZX __ DENOTES PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH AS 2444
09.18 09.18
SSS=_————
ot 7
aille. THTETLTTET ELH \
Rsisz TIPPEE TPE Al
esse LULULULULU I
BED 1 BED 2 <*||/*° BED 1 LAs i 44
Oy agile f YW VLR L, 4,
“He il
I
ROBE: ROBE: ROBE: OBE: 4 /
noe ee S| [pant] 9 Rer rer] (23) [Pant Y aera 1, pedal
ta art wo” COREE ze sp Sell v.cg a sumsogamees, hole Mattos
LTOTAL USE AREA 100.0 m’ | "TO ENGINEERS DESIGN oS KITCHEN aT eS KITCHEN TO SUPPORT UNIVERSAL BEAM Vv pra MISE AREA GPT me
¥ | +7 i val val TO ENGINEERS DESIGN / ‘ Fm
| ge Zp444 27/4
noxions sus” = OPOSED CARETAKER PROPOSED CARETAKER
tt UNIVERSAL BEAM OVER
TO ENGNEERS DESIGN
F.RL. 90/90/90
100x100x5 SHS STEEL POSTS
TO SUPPORT UNIVERSAL BEAM
‘TO ENGINEERS DESIGN
UNIVERSAL BEAM QVER
TO ENGINEERS DESIGN
I
UNIT 10
F.R.L. 90/90/90]
LN
VL Avie, fA
TOTAL GFA, 44.4 nt
TOTAL USE AREA 39.7 mij
t
dE
3
3
UNIT 11
FLL. 9.6
RL. 90790790_|/
!
TOTAL GFA. 45.7 m? IC
TOTAL USE AREA 40,9
UNIT 12
UNIVERSAL BEAM OVER
TO ENGINEERS DESIGN
TOTAL USE AREA 32.2 ni
TLF DEVELOPMENTS PTY. LTD.
DS & AS DEVELOPMENTS PTY. LTD.
PROPERTY DESCRIPTION
PROPOSED 12 FACTORY UNITS
ON LOT 16 S.P. 297259
20-22 VENTURE DRIVE,
NOOSAVILLE.
29:6:17
seer 6 oF 8
Page 8
PROPOSED 12 FACTORY UNITS LOT 16 VENTURE DRIVE, NOOSAVILLE. [OCR of page images] TILT SLAB PANEL TO ENGINEERS DESIGN nt V SELF SUPPORTING AWNING TILT SLAB PANEL TO ENGINEERS DESIGN at oo —l— ELEVATION 5 PROPOSED 12 FACTORY UNTTS LOT 16 VENTURE DRIVE, NOOSAVILLE. ELEVATION 6 ELEVATION 1 TILT SLAB PANEL TILT SLAB PANEL TO ENGINEERS DESIGN TO ENGINEERS DESIGN ELEVATION TILT SLAB PANEL SELF SUPPORTING AWNING TO ENGINEERS. DESIGN ELEVATION 3 TILT SLAB PANEL TO ENGINEERS DESIGN ELEVATION 4 UGHTWEIGHT MODEC BOARD SELF SUPPORTING AWNING TILT SLAB PANEL ru Stan paneu TO ENGINEERS DESIGN SELF SUPPORTING AWNING TO ENGINEERS DESIGN UNIT 5 UNIT 8 TLF DEVELOPMENTS PTY. LTD. OBSA 1115096 PROPERTY DESCRIPTION PROPOSED 12 FACTORY UNITS ON LOT 16 S.P. 297259 20-22 VENTURE DRIVE, NOOSAVILLE. DS & AS DEVELOPMENTS PTY. LTD.| 4.199 "63047 29:6:17 seer 7 oF 8
Page 9
PROPOSED 12 FACTORY UNITS
LOT 16 VENTURE DRIVE, NOOSAVILLE.
[OCR of page images]
‘TRIMDECK SHEET ROOFING SYSTEM
FIXED TO MANUFACTURES SPECIFICATIONS
C_PURLINS @ 1200 CRS.
TO / DESIGN
BOX GUTTER SYSTEM
TO ENGINEERS DESIGN
UMIT OF TILT
‘SLAB WALL
i
‘SELF SUPPORTING
AWNING 0.9m WIDE
COLORBOND SHEET
ROOFING
POWDER COATED
‘ALUMINIUM
ALUMINUM FRAMED
WINDOWS AND DOORS
CONCRETE DRIVEWAY
TO ENGINEERS DESIGN
UNIVERSAL BEAMS ® APPROX. 6.0 m
INTERVALS TO ENGINEERS DESIGN
TYPICAL MEZZANINE
BALUSTRADE CONSTRUCTION TO BE IN
ACCORDANCE WITH PART 02.16 OF B.C.A.
TYPICAL FACTORY
PARTICLE BOARD
FLOORING
FL. 9.6
H I I KT I T I I
300 PFC BEARER JOISTS
TO ENGINEERS DESIGN EC 25015 @ 300 CRS.
TO ENGINEERS DESIGN
100 x 100 x S SHS STEEL POSTS —— |
TO ENGINEERS DESIGN
STAIR CONSTRUCTION TO_BE_IN
ACCORDANCE WITH PART 02.13 OF B.C.A.
TILT SLAB PANELS
7000
, TILT SLAB PANEL
ON BOUNDARY
‘TO ENGINEERS DESIGN
NATURAL SURFACE
CONCRETE STR¥b RARGHEERS DESIGN
SISSY Iw9O NO
SANS
VRE
S XY a
150 mm THICH CONCRETE SLAB
TO ENGINEERS DESIGN
SECTION A —- A
TRIMDECK SHEET ROOFING SYSTEM
FIXED TO MANUFACTURES SPECIFICATIONS
C PURLINS @ 1200 CRS.
TO /- DESIGN
i
TILT SLAB PANEL
TO ENGINEERS DESIGN
3000 wide ———_|
CONCRETE DRIVEWAY
TO ENGINEERS DESIGN
UNIVERSAL BEAMS @ APPROX. 6.0 m
INTERVALS TO ENGINEERS DESIGN
TYPICAL FACTORY
FL. 6.3
UMIT OF TILT
‘SLAB WALL
| -—_ TILT SLAB PANEL
‘TO ENGINEERS DESIGN
NATURAL SURFACE
SEPIA
CRA RRR
KK
Vy
BOX GUTTER SYSTEM
TO ENGINEERS DESIGN A
8050
NOTE: ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF WORK.
8050
sO 30309 s510_ 9 303050
1940 5100 1510 100°? 1940
70 a)
10007 2490 4 1000 |6004 1440 4 900 c
tt tt t tt k=
09.18 09.18
e
3 | BA’ é
RI 3 BED 1 Hj} BED 2
3]
lo =RoBe=
g :
| | 2 PANT| REF L'DRYL Ht $s
a] KITCHEN PlIM.t sé
2] wai ati
° 24 ao Oo ee
g =
g) | | 3 UNT 6 UNT 7
5 iL AREA - 97.7 DN ||| ON AREA - 97.7 n?
FL. - 9.6 -
e| DINING FL- 96 DINING
3|
a= | oI
a
ES
els
060 1610 900
50 ’ 90" 15%
CARETAKER FLOOR PLAN
1:100
‘TRIMDECK SHEET ROOFING SYSTEM
FIXED TO MANUFACTURES SPECIFICATIONS
2° PITcH ~ ——>
BOX GUTTER SYSTEM
TO ENGINEERS DESIGN
C PURLINS @ 1200 CRS.
‘TO ENGINEERS DESIGN
UMIT OF TILT
/ ‘SLAB WALL
ALUMINIUM FRAMED WINDOWS:
LIVING
TILT SLAB PANEL
TO ENGINEERS DESIGN}.
K
UNIVERSAL BEAMS ® APPROX. 6.0 m
INTERVALS TO ENGINEERS DESIGN
TYPICAL CARETAKER
KITCHEN
FL. 9.6
BATH
"300 HH
3000 WIDE ———_|
CONCRETE DRIVEWAY
F.RL. 90/90/90
TYPICAL FACTORY
ee TILT SLAB PANEL
TO ENGINEERS DESIGN
NATURAL SURFACE
TO ENGINEERS DESIGN ~
<
CONCRETE STRIP FOOTING
‘TO ENGINEERS DESIGN
PROPOSED
LOT
YY YY YY
YoY aN YOY PY)
KKK
150 mm THICH CONCRETE SLAB
TO ENGINEERS DESIGN
SECTION B — B
LTE POPPY”
REI, f
CONCRETE STRIP FOOTING
‘TO ENGINEERS DESIGN
~y
IN Y
‘TO ENGINEERS DESIGN
12 FACTORY UNTTS
16 VENTURE DRIVE, NOOSAVILLE.
150 mm THICH CONCRETE SLAB
TO ENGINEERS DESIGN
SECTION C — C
RE
PLINY
KK KK "NIK OL
KKK, LEICA
A
YO? CONCRETE STRIP FOOTING
ON BOUNDARY
TO ENGINEERS DESIGN
TLF DEVELOPMENTS PTY. LTD. apsatitsoss
DS & AS DEVELOPMENTS PTY. LTD.
PROPERTY DESCRIPTION
PROPOSED 12 FACTORY UNITS
ON LOT 16 S.P. 297259
20-22 VENTURE DRIVE,
NOOSAVILLE.
29:6:17
seer 8 oF 8
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