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Compiled Approved Plans - 132002.220285.I (As Published)
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Log in to see the plans as drawnNBMADOLS
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Full text of pages 2 to 52 (of 67)
Page 2
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Page 3
14/7
SHOWROOM CARPARK.
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Page 4
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Page 6
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Page 7
‘ | | @o0omm 04 WEST ELEVATION j ne DUR Mok ALN as heey Fo\r oo a ae Age ATO LOEW Po PRT eT, oe 10 SONG ante ELEMADON Coma TO 8 SIGNATI 16090mm, a STOCKWELL eae ei! = (op) =) © ad 1 i (aa tr =— Lu c> op) Sp) im ea Cc) sexo | oO a a a Be Tp)
Page 8
(SS OOF 50 ROM PAZ AVON A SECTION THROUGH DOS a STOCKWELL s eo a =z FIZ GF xf j S B SS na t PLILILLLLELLLLLLL LGA PP PPE 3 - WA = fi SBOE / AU a a AML see i am = = as s 4 » 4 env Wat (amt warn C SPP FTI SECTION THROUGH SUPERMARKET EEO ee ; os ZZ. 274.2624 as ewe ke je suena ors sors ee srs H — 4 —— —— —_- ff, — —— — —_ - + => = a © ernst coxonsona MEL oor ADEING ven EOSED STEEL PANS & STRUCTURAL ES |p ii et enc | | | DETAIL 1:100 | a = STEEL STS PPOITING NO EEA —— nme toenes 1 rn secs oF anes aa come rmmn SS Z —— a = if eG tee r SS ee Z a Gait ‘aac Soe —— raenisieo cououaponn nETAL wu CABO or B A | +> STOME VENEER Date ~ DinthOh=ratay) <ecvenme dan GV0 7902 4 4m 08 due Pe) Beene
Page 9
D SECTION THROUGH DO$ -LOOKING EAST a STOCKWELL @ COVA x retail sections QG207 G7/S oa 2 2 \ = a = ~\ E sccron tutoucn ast carat rz. . «& = Fi ze) = | 2 SETTLES ete ae ; aa eo. = ™ Gs cD cf) ‘ae pa Cf) = co 28) a __ ae 2 Ta) ae © laa oy =>/ f J eS == A
Page 10
SHOWROOMS D
METAL DECK ROOFING
SHOWROOMS C
METAL DECK ROOFING
PLANS APPROVED
SHIRE BUSINESS Haste NOLO Wetec plan Q0201.08/U
a
STOCKWELL
Ce
eas
Page 11
METALROOFING TILT PANELS
pe
BUILDING 'A' SOUTH ELEVATION
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3
BUILDING 'A' NORTH ELEVATION
PYLON ENTRY SIGN
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BUILDING 'A’ WEST ELEVATION
\ PREFINISHED
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THT PANELS LOUVRES ]
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Page 12
, aaa ? n STOCKWELL 4950 = T PREFINISHED TILT PANELS Louvres PYLON ENTRY SIGN f 10006 TUTPANELS = BANDED BASE FINISHED be ==) METAL ROOFING earn | METAL ROOFING EB A TTT) res: = ion | iit | i \ pater HT ‘ A “ = ; Se BUILDING 'C' SOUTH ELEVATION BUILDING 'C' WEST ELEVATION oa ae fon TILT PANELS BANDED BASE PREFINISHED LOUVRES PFEANISHED TILTPANELS BANDED PASE 1S] | METAL ROOFING \ METAL ROOFING | = - — T = A I ; ‘ gprs Th TU Tah 7 Fi g = re) < ” elevations BUILDING 'C' NORTH ELEVATION BUILDING 'C' EAST ELEVATION \ | | = ee & PYLON ENTRY SIGN PRERINISHED —— BANDED BASE LOUVRES TILTPANELS LOUVRES sian PREFINISHED TIT PANE: BANDED BASE PYLON ENTRY SiGM | (>) Z| mnamurmue METAL ROOFING fen ee METAL ROOFING ens va | =r fi Hi i a _¥ == : : ' rl 1 SERVICE ' et hy payee $18 es Ts | ue tot Ee ee | | access i. 5 mp Vi : Pd ee ee ¢ ae § 2S a | = | — BUILDING 'D' SOUTH ELEVATION BUILDING 'D' WEST ELEVATION | as: (op) 7p) | ; ee) | ! ra | | Tp) | | => 8 ' TILT PANELS BANDED BASE PREF INISHED ' | PYLON ENTRY SIGN oO METAL ROOFING lg [ee neem 10000 > \ ij i RI Se i (a ——_— Lv i — ~ Li <a — = a i eee eS ’ " e a AL 3 + | i tll Je as mo Ree ci eee i ae } di ! BUILDING 'D' NORTH ELEVATION i | BUILDING 'D' EAST ELEVATION i‘
Page 13
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Page 14
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Page 15
wi a \ ©) Vv AVINING ROOF, ZING BEKIND \ g é ts s U 2\, | 0 co Pet _ io BUSINESS BUILDING B WEST ELEVATION c oe — ae pa ne: AVANING ROOF FEATURE ROLLER FEATURE i TUT PANELS rearure is ROOF SHUTTERS ROOF Toe CG wg = JL wm < 3 <> ae 3 .— ——- ; = = Da in He i a =] aa co oS) 3c BUSINESS A SOUTH ELEVATION BUSINESS A EAST ELEVATION Ea oO ®d =e oP) AWNING, =) GLAZING LANDSCAPING p rte TTT, Ss A TILT PANELS p = > Lu — fr a - we ae =) 2) BUSINESS A NORTH ELEVATION BUSINESS A WEST ELEVATION LL! cs SP) sim | (am) Ee) as sata op) SERVICE STATION SOUTH ELEVATION SERVICE STATION WEST ELEVATION ‘4
Page 16
NSAMIDOLS RTS Sa error ar rere o see ia) ey, c Sram nedye YSOON - SYLNJO SSANISNG SUIHS 3 Y “ana anviode AY a Yt < Ni SONI fa — “ AM LOI = Z <a ete eo y A —___—— A a= 4 =i) “Not oo, i WY ANUiddaddNa ; dana. waldmd isd ama) anh nM gartsud SI ai = aaOIHOANIM fo AL }a Gavia? BIN satdded
Page 17
NOTES
THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH "GENERAL NOTES" ON DRAWING No. A000.
ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
PRIOR TO CONSTRUCTION.
PROPOSED
CAR WASH
-
APPROVED PLANS
132002.220285.5
NOOSA COUNCIL
18 MAY 2018
-
S
ISUE
VAL
RO
APP
02 APPROVAL ISSUE 18.04.17
01 CONCEPT DESIGN 04.01.17
REVISION DESCRIPTION DATE
LOCATION PLAN
PROJECT:
NOOSA CIVIC SHOPPING
28 EENIE CREEK ROAD
NOOSAVILLE, QLD. 4566
CLIENT:
STAR CAR WASH
P.O. BOX 6212
ALEXANDRIA NSW 2015
A.B.N. 74 194 321 852 2015
SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
SCALE: 1:1200 @ A3 DRAWING No.: REVISION:
PROJECT No.: 16-045
DATE: DEC. 2016
A090 02
These drawings have been produced using site information & dimensions
supplied by client. Do not scale drawing, use figured dimension. All
dimensions to be verified prior to starting any work. This document is for
information only. Aurora Design retains copyright and intellectual
property rights in all design and documentation it produces. Aurora
Design grants one express license to the client to use this document and
design for the intended purpose and site only. No other license is implied.
Aurora Design may revoke the license if any whole or part invoiced
payment is overdue. No part or in full of this document is to be copied
without the written permission of Aurora Design.
Page 18
0 1000 2000 3000 5000
1:100 MILLIMETRES
- NOTES
APPROVED PLANS THIS DRAWING IS TO BE READ IN CONJUNCTION
132002.220285.5 WITH "GENERAL NOTES" ON DRAWING No. A000.
NOOSA COUNCIL ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
PRIOR TO CONSTRUCTION.
18 MAY 2018
-
GENERAL LEGEND
BL BOLLARD
COS CONFIRM ON SITE
DP DOWNPIPE
EDB ELECTRICAL DISTRIBUTION BOARD
EQ. DENOTES "EQUAL"
FW FLOOR WASTE
EXISTING CARPARK AISLE HWU HOT WATER UNIT
TYP. DENOTES "TYPICAL"
O/H DENOTES "OVERHANG"
04 C
L CENTRELINE
A500
XXX FINISH REFERENCE TAGS
E D C B A
11550 3210 545 6790 6790
2600 2600 2600 2600 1055 3400 14175 750
C
L C
L CL C
L C
L 300 300 6485 300 6490 300
NEW STENCIL PAINTED RED
8.
"STAR" BRANDING TO EACH
70
HOLDING BAY, TYPICAL. 20
LEASE LINE 8.
8.
395
RL
300
8.
67
70
BL. BL. BL.
1000
3.1 TOP 8.46 RL 8.47 WASH AREA BUNDING
RL8.67
RL8.31 TOP 8.63
COL. A3
3
COL. COL. B3 EXTENT OF NEW METAL
C3 ROOF CANOPY OVER.
EXISTING BITUMEN TOP 8.82
PAVING TO REMAIN.
TYPICALLY, APPROX. 150mm
CARPARK BITUMEN HIGH R.C. KERB TO SLANTED
SURFACE TO REMAIN. CHS COLUMNS TO STRUCTURAL
5005
EXTENT OF NEW ENGINEER'S DETAIL, TYPICAL.
CARWASH METAL
4400
UE
ROOF CANOPY OVER.
HOLDING HOLDING DROP OFF DROP OFF
BAY 1 BAY 2 BAY 1 BAY 2 LAUNDRY/ VACUUM AREA
NEW GRATED DRAIN TO
S
IS
STORE
CARWASH AREA CONNECTED
TO GREASE ARRESTOR TO
VAL
O
8.
ENGINEER'S DETAIL.
R
8.
8.
8235
44
APP
06
01 FFL8.44 EXISTING TREES TO BE 01
00
REMOVED AND PLANTERS
A600 A600
DEMOLISHED. MAKE GOOD WASHING
PLANTER
EXISTING PLANTER RL8.48
CARPARK SURFACE.
COL. B2
8.
& TREE TO REMAIN.
AREA COL. A2
8.
42
ALLOW TO LOCALLY TOP 8.63
8.
28
2 2
8.
8.
23
DEMOLISH EXISTING
67
8.
47
8.
7.
CARPARK SURFACE FOR
10
05
90
CONSTRUCTION OF NEW EXISTING BITUMEN FALL
8.
24
02 SLABS & FOUNDATIONS, PAVING TO REMAIN.
8.
TYPICAL.
A500
8.
06
03
43
3040
TYPICAL ROOF SUPPORT CHS EXISTING TREE TO BE A500
COLUMNS IN INVERTED "V" REMOVED AND PART OF
HOLDING HOLDING DROP OFF DROP OFF P.O.S. ARRANGEMENT TO STRUCTURAL PLANTER TO BE CUT BACK.
02 APPROVAL ISSUE 18.04.17
4400
ENGINEER'S DETAIL.
BAY 3 BAY 4 BAY 3 BAY 4 01 CONCEPT DESIGN 04.01.17
CUT BACK EXISTING PLANTER
EQ 1410 EQ DETAILING AREA AND INSTALL NEW REVISION DESCRIPTION DATE
1100 100 200
CONTINUOUS KERB (BUNDING),
675 1150 675
1.1 MAKE GOOD EXISTING PAVING MAKE GOOD PLANTER. NEW
SURROUNDING NEW WORKS, 3 PLANTING BY LESSOR.
.4 TOP 8.82
COL.
TYPICAL. FINISH TO MATCH EXISTING.
L
8
CARWASH
1100
R
PAY + C1
WASH AREA BUNDING
2360
2265
R
L
8.
18
KEYS TOP 8.46 COL. B1
TOP 8.63
COLLECTION SUMP
TO HYDRAULIC
COL. A1
1 FLOOR PLAN
RL8.26
1000
1150 ENGINEER'S DETAIL
900
900
RL8.64 PROJECT:
EXTENT OF NEW METAL
PLANTER ROOF CANOPY OVER.
8.
8.
NOOSA CIVIC SHOPPING
64
66
LEASE LINE LEASE LINE
8.
NEW STENCIL PAINTED RED "STAR" & 28 EENIE CREEK ROAD
65
"DROP OFF" TEXT BRANDING TO EACH
CUSTOMER DROP OFF BAY, TYPICAL. 01 01 NOOSAVILLE, QLD. 4566
A210 A500 CLIENT:
TYPICALLY, PARKING LINES TO ALL STAR CAR
WASH HOLDING & DROP OFF SPACES TO BE
PAINTED IN CORPORATE RED COLOUR. STAR CAR WASH
EXISTING CARPARK AISLE P.O. BOX 6212
ALEXANDRIA NSW 2015
A.B.N. 74 194 321 852 2015
SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
SCALE: 1:100 @ A3 DRAWING No.: REVISION:
PROJECT No.: 16-045
DATE: DEC. 2016
A200 02
These drawings have been produced using site information & dimensions
supplied by client. Do not scale drawing, use figured dimension. All
dimensions to be verified prior to starting any work. This document is for
information only. Aurora Design retains copyright and intellectual
property rights in all design and documentation it produces. Aurora
Design grants one express license to the client to use this document and
design for the intended purpose and site only. No other license is implied.
Aurora Design may revoke the license if any whole or part invoiced
payment is overdue. No part or in full of this document is to be copied
without the written permission of Aurora Design.
Page 19
0 1000 2000 3000 5000
1:100 MILLIMETRES
CEILING LEGEND NOTES
E D C B A PROPOSED ELECTRICAL FITTINGS THIS DRAWING IS TO BE READ IN CONJUNCTION
F
SPECI CAT
I ION,QUANTITY&L OCAT ONT
I O BE
WITH "GENERAL NOTES" ON DRAWING No. A000.
CONFIRMED BY SERVICES ENGINEER.
DOWNPIPE FIXED TO DOWNPIPE FIXED TO
OUTER FACE OF SLANTED OUTER FACE OF SLANTED COS CHECK ON SITE
COLUMN TO GROUND. COLUMN TO GROUND. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
EQ. DENOTES "EQUAL" PRIOR TO CONSTRUCTION.
C
L CENTRELINE
3.1 DP
NEW SURFACE MOUNTED
DP L1 WATERPROOF FLOURESCENT NEW ROOF STORMWATER DRAINAGE
FITTING AS SELECTED DOWNPIPES TO BE CONNECTED TO EXISTING
3
P4 P4 L2 NEW RECESSED STORMWATER SYSTEM TO ENGINEER'S DETAIL.
BEAM & WEATHERPROOF LED GIMBLE
BEAM &
TAPERED ENDS TO DOWNLIGHT, AS SELECTED
OUTRIGGERS OUTRIGGERS
BEAMS & OUTRIGGERS
CAR WASH AREA DRAINAGE (GRATED DRAIN) TO
OUTLINE OF CASHIER /
TO STRUCTURAL DETECTOR BE CONNECTED TO GREASE ARRESTOR TO
LAUNDRY ROOF BELOW.
ENGINEER'S DETAIL. ENGINEER'S DETAIL.
REFER DRAWING A210. EMERGENCY LIGHT
OUTRI
BEAM &
L1
L1
L1
L1
XXX CEILING FINISH REFERENCE TAG
P4
GENERAL LEGEND
GGERS
SURFACE MOUNTED
WATERPROOF LIGHT
ALUMINIUM ANGLE
FITTINGS AS SELECTED
TRIM (SHOWN BL BOLLARD
SURFACE MOUNTED
DASHED) TO EDGE
ONTO PURLINS. COS CONFIRM ON SITE
OF ROOF SHEETING
AS DETAILED. DP DOWNPIPE
EDB ELECTRICAL DISTRIBUTION BOARD
EQ. DENOTES "EQUAL"
GUTTER
NOTE: FW FLOOR WASTE
PF1
2 2 PRESSUREWASHERBOOM SYSTEM
HWU HOT WATER UNIT
P4 SELECTONT
I O BECONFIRMEDBY
P4
CLENTANDI
I NSTALLEDASPER TYP. DENOTES "TYPICAL"
BEAM BEAM
MANUFACT SSPECI
URER' FCAT
I ONS.
I
O/H DENOTES "OVERHANG"
C
L CENTRELINE
EXPOSED
EXPOSED HOT DIP XXX FINISH REFERENCE TAGS
UNDERSIDE OF
GALV. PURLINS & ROOF SHEETING.
L1
L1
L1
L1
BRACING TO
GUTTER
ENGINEER'S DETAIL.
PF1
1.1 EXPOSED STEEL
STRUCTURE TO
STRUCTURAL
BEAM & BEAM &
ENGINEER'S DETAIL
OUTRIGGERS OUTRIGGERS
P4 P4
1
DP DP
S
ISUE
VAL
RO
APP
CARWASH REFLECTED CEILING PLAN
02 SCALE 1:100
-
E D C B A APPROVED PLANS
8510 132002.220285.5
NOOSA COUNCIL 02 APPROVAL ISSUE 18.04.17
18 MAY 2018
1000
1000
O/
3.1
O/
H
H
01 CONCEPT DESIGN 04.01.17
DP 3 -
REVISION DESCRIPTION DATE
DP
UNDER
CARWASH ROOF
EXTENT OF ROOF UNDER
VACCUM
AREA
"PF1" FINISH TO
GUTTERS, TYPICAL.
FALL 6.5° FALL 6.5°
PLAN + RCP
PROJECT:
EXTENT OF ROOF -
GUTTER &
PF1
DOWNPIPES UNDER. NOOSA CIVIC SHOPPING
GUTTER STEEL RAFTERS 28 EENIE CREEK ROAD
UNDER SHOWN
DASHED. NOOSAVILLE, QLD. 4566
DETAILING &
CASHIER / CLIENT:
DRYING AREA
10800
LAUNDRY
2 RS2 RS1
2 STAR CAR WASH
RS1
P.O. BOX 6212
1000 ALEXANDRIA NSW 2015
900
PREFINISHED METAL NEW PRE-FINISHED
O/H
SHEET ROOF BELOW TO O/H METAL SHEET
CASHIER/LAUNDRY. ROOFING AS
REFER DRAWING A210. SPECIFIED.
CAR
FALL 6º WASH AREA
A.B.N. 74 194 321 852 2015
SIGNAGE PYLON FALL 6.5° FALL 6.5° SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
AS DETAILED T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
1.1 METAL CAPPINGS & SCALE: 1:100 @ A3 DRAWING No.: REVISION:
TRIM TO ROOF EDGES.
PREFINISHED TO MATCH PROJECT No.: 16-045
ROOF COLOUR.
DATE: DEC. 2016
A201 02
DP
DP
1 These drawings have been produced using site information & dimensions
1000
supplied by client. Do not scale drawing, use figured dimension. All
O/
O/
965
UNDER dimensions to be verified prior to starting any work. This document is for
H
H
information only. Aurora Design retains copyright and intellectual
property rights in all design and documentation it produces. Aurora
Design grants one express license to the client to use this document and
CARWASH ROOF PLAN 7960 design for the intended purpose and site only. No other license is implied.
01 SCALE 1:100
Aurora Design may revoke the license if any whole or part invoiced
payment is overdue. No part or in full of this document is to be copied
without the written permission of Aurora Design.
Page 20
0 500 1000 1500 2500
3.1 2 1.1 1:50 MILLIMETRES
CEILING LEGEND NOTES
10mm SET PLASTERBOARD RAKED CEILING
PROPOSED ELECTRICAL FITTINGS THIS DRAWING IS TO BE READ IN CONJUNCTION
SUPPORTED ON CLIPS FROM ROOF PURLINS. PROVIDE
F
SPECI CAT
I ION,QUANTITY&L OCAT ONT
I O BE
10mm SHADOW LINE AT JUNCTION WITH WALLS. WITH "GENERAL NOTES" ON DRAWING No. A000.
CONFIRMED BY SERVICES ENGINEER.
10075
COS CHECK ON SITE
ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
900 2020 2020 900 1005 1005 EQ. DENOTES "EQUAL" PRIOR TO CONSTRUCTION.
C
L C
L C
L C
L C
L CENTRELINE
REFER TO STRUCTURAL ENGINEER'S
NEW SURFACE MOUNTED
C2 L1 WATERPROOF FLOURESCENT DOCUMENTATION FOR ALL CONCRETE
DP DP
FITTING AS SELECTED DETAILS & SPECIFICATIONS.
D L2 NEW RECESSED
WEATHERPROOF LED GIMBLE
DOWNLIGHT, AS SELECTED GENERAL LEGEND
1200
DETECTOR
BL BOLLARD
1505
EMERGENCY LIGHT COS CONFIRM ON SITE
C2
1555
CASHIER XXX CEILING FINISH REFERENCE TAG DP DOWNPIPE
EDB ELECTRICAL DISTRIBUTION BOARD
OUTLINE OF ROOF L1 L1 L1 L1 EQ. DENOTES "EQUAL"
OVERHANG OVER.
FW FLOOR WASTE
C2 P2 P2 HWU HOT WATER UNIT
C
L TYP. DENOTES "TYPICAL"
O/H DENOTES "OVERHANG"
L2
C
L CENTRELINE
STORE &
DOW N
DOW N
XXX FINISH REFERENCE TAGS
LAUNDRY
2155
1850
1555
'BLACK POWDERCOATED' RAKED RAKED P2
ALUM. FRAMED CLEAR CEILING CEILING
GLASS HIGHLIGHT WINDOWS
WITH SILICONE BUTT JOINTS
BETWEEN PANELS TO
COMPLY WITH AS1288.
DOOR HARDWARE
DOORS D/01 & D/02
SIMILAR OR EQUAL TO:
E GAINSBOROUGH ARCHITECTURAL RANGE
HORIZON LEVEL WITH EXTERIOR PLATE
CYLINDER HOLE & BRASS LEVER.
-
RAKED COMPOSITE C2 C2 CODE:7148W SC
APPROVED PLANS
ALUM. EAVES CLADDING
AS SPECIFIED.
EAVES CLADDING JOINTS
TO ALIGN WITH WINDOW 132002.220285.5
NOOSA COUNCIL
GLAZING JOINTS, TYPICAL.
REFLECTED CEILING PLAN
02 CASHIER / LAUNDRY SCALE 1:50
18 MAY 2018 S
ISUE
-
VAL
RO
01
APP
3.1 2 A213 1.1
8235
95 5005 3040 2360
145 5840 100 2005 145 1765 500
4020 1000 1065 1000 1150 2265
02 APPROVAL ISSUE 18.04.17
150
03
01 CONCEPT DESIGN 04.01.17
A213
100
DP DP
95
REVISION DESCRIPTION DATE
BL.
3 x OFF 1000mm D
HIGH GALV. STEEL
BOLLARDS. "C1"
5 TIER
SHELVING
P5
D
5 TIER
SHELVING
VP
D
P2 PLANTER
CASHIER/LAUNDRY
PAINT FINISH.
1200
LINE OF ROOF OVER
P5
02 01
P2
RL
8.
22
FLOOR + REFLECTED
1700
5
TYPICALLY, EXTERNAL STORE & 500 250 1515
CEILING PLANS
WALLS TO BE STEEL PROJECT:
FRAMED WITH INSULATION LAUNDRY
AND 'ALUCUBOND'
CLADDING TO EXTERIOR & FFL 8.44
EDB
CASHIER NOOSA CIVIC SHOPPING
C.F.C. LINING WITH SET DRUM FFL 8.44 PAY & KEY 28 EENIE CREEK ROAD
FF1
3400
3210
1000
3400
JOINTS TO INTERIOR. BL.
FW P5 P2 FF1
PICKUP 02
NOOSAVILLE, QLD. 4566
FF2 A213
VINYL FLOOR FINISH AS 04 CLIENT:
SPECIFIED ON 40mm METAL STUD FRAMED INTERNAL
A901
CEMENTITIOUS SCREED
TO "CASHIER" &
DRUM
PARTITION WITH F.C. SHEET LINING
WITH SET JOINTS TO BOTH SIDES.
STAR CAR WASH
"LAUNDRY". NEW RAISED
P.O. BOX 6212
1700
PLANTER. REFER
OIL SEPARATOR ALEXANDRIA NSW 2015
DETAIL 03/A901
EQUIPMENT TO
1200
COMPRESSOR WASHING P2
PLANTER
MANUFACTURER'S DETAIL,
OIL MACHINE
LOCATED IN A FULLY DRYER
600
HWU
BUNDED AREA AS PER SEPARATOR OVER TUB
HYDRAULIC ENGINEER'S
DETAILS. P5 18
8.
A.B.N. 74 194 321 852 2015
E RL SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
95
100
T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
BL. 2890 2120 935 2105 SCALE: 1:50 @ A3 DRAWING No.: REVISION:
PROJECT No.: 16-045
LINE OF ROOF OVER
WASH GUNS COMPRESSOR & MOTOR
NEW CONCRETE PAVING TO
DATE: DEC. 2016
A210 02
PAY + KEY PICKUP AREA.
TO BE INSTALLED IN ACCORDANCE 02
ENTRY EDGE TO FINISH FLUSH These drawings have been produced using site information & dimensions
WITH MANUFACTURER'S
A212 WITH EXISTING PAVEMENT. supplied by client. Do not scale drawing, use figured dimension. All
RECOMMENDATIONS.
dimensions to be verified prior to starting any work. This document is for
information only. Aurora Design retains copyright and intellectual
property rights in all design and documentation it produces. Aurora
Design grants one express license to the client to use this document and
01 CASHIER / LAUNDRY FLOOR PLAN design for the intended purpose and site only. No other license is implied.
Aurora Design may revoke the license if any whole or part invoiced
A200 payment is overdue. No part or in full of this document is to be copied
SCALE 1:50
without the written permission of Aurora Design.
Page 21
0 500 1000 1500 2500
3.1 2 1.1 1:50 MILLIMETRES
NOTES
THIS DRAWING IS TO BE READ IN CONJUNCTION
FLASHING TO ROOF PENETRATIONS TO EXTENT OF CARWASH
MATCH ROOF SHEET COLOUR, TYPICAL. WITH "GENERAL NOTES" ON DRAWING No. A000.
ROOF STRUCTURE OVER.
SUPPORT COLUMN FOR 1540 OVERHANG ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
300
CARWASH ROOF OVER, TO VENT PIPE & FLASHING
O/H ENGINEER'S DETAIL. ("P3" FINISH) PRIOR TO CONSTRUCTION.
FINISH TO MATCH "RS2"
300
H
O/
DP DP
D
GENERAL LEGEND
VP BL BOLLARD
NG UNDER
COS CONFIRM ON SITE
DP DOWNPIPE
EDB ELECTRICAL DISTRIBUTION BOARD
EQ. DENOTES "EQUAL"
LDI
FW FLOOR WASTE
NE OF BUI
HWU HOT WATER UNIT
TYP. DENOTES "TYPICAL"
O/H DENOTES "OVERHANG"
PREFINISHED METAL
C CENTRELINE
LI
ROOF SHEETING. L
FALL 6º
XXX FINISH REFERENCE TAGS
RS2 RS2
2050
SIGNAGE PYLON FIXED TO
ROOF STRUCTURE TO
ENGINEER'S DETAIL.
PROVIDE FLASHING TO -
APPROVED PLANS
ROOF SHEETING
PENETRATION. COLOUR TO
MATCH ROOF SHEETING.
132002.220285.5
NOOSA COUNCIL
E PREFINISHED METAL
ROOF CAPPINGS TO
OVERHANG
LINE OF BUILDING UNDER
MATCH FINISH "PF1".
18 MAY 2018
600
600
-
170 1540
ROOF PLAN
S
ISUE
01CASHIER/LAUNDRY L
VA
SCALE 1:50
RO
TOP OF SIGNAGE 13.98
APP
PF1
02 APPROVAL ISSUE 18.04.17
01 CONCEPT DESIGN 04.01.17
SIGNAGE PYLON
REVISION DESCRIPTION DATE
AS DETAILED.
COMPOSITE ALUMINIUM
CLADDING TO EAVES & FASCIA.
JOINTS TO ALIGN WITH
GLAZING JOINTS.
EAVES CLADDING JOINTS
TO ALIGN WITH WINDOW
CASHIER/LAUNDRY
JOINTS & COLUMNS.
ROOF APEX 11.54 ROOF PLAN +
C2
ELEVATIONS
700
PROJECT:
C2 C2
535
CEILING
SPRINGING 10.84 NOOSA CIVIC SHOPPING
'BLACK' POWDERCOAT FG FG FG FG FG 28 EENIE CREEK ROAD
ALUMINIUM FRAMED CLEAR
NOOSAVILLE, QLD. 4566
400
FIXED GLASS HIGHLIGHT
WINDOWS TO COMPLY WITH
AS1288. SILICONE BUTT JOINTS MENU SIGN TO FACE OF CLIENT:
BETWEEN GLASS PANES. ALUCOBOND CLADDING.
ALUCOBOND (OR EQUIVALENT)
EXTERNAL SIGN GRADE VINYL STAR CAR WASH
CUT-OUT FILM TO GRAPHIC
PANEL CLADDING WITH 10mm DESIGNER'S DETAIL. P.O. BOX 6212
1000
SHADOW JOINTS, TYPICAL. WORDING & PRICING TO BE
2400
CONFIRMED BY CLIENT. ALEXANDRIA NSW 2015
EXTERNAL GRADE VINYL CUT C1
OUT STARS AS SHOWN NEW PLANTER BOX
ADHERED TO FACE OF AS DETAILED.
CLADDING & TO WRAP BL
AROUND BUILDING CORNER.
A.B.N. 74 194 321 852 2015
ES
1000mm HIGH GALV. STEEL SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
800
VARI
BOLLARD. "P4" FINISH. T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
SCALE: 1:50 @ A3 DRAWING No.: REVISION:
CASHIER FFL 8.44
TC
50
PROJECT No.: 16-045
EXISTING GROUND LINE
"W1" CLADDING TO STOP DATE: DEC. 2016
A212 02
50mm SHORT OF PAVING.
PAINT OUT RECESS 'BLACK'. These drawings have been produced using site information & dimensions
supplied by client. Do not scale drawing, use figured dimension. All
dimensions to be verified prior to starting any work. This document is for
information only. Aurora Design retains copyright and intellectual
SOUTH / WEST ELEVATION property rights in all design and documentation it produces. Aurora
Design grants one express license to the client to use this document and
02CASHIER/LAUNDRY SCALE 1:50
design for the intended purpose and site only. No other license is implied.
Aurora Design may revoke the license if any whole or part invoiced
payment is overdue. No part or in full of this document is to be copied
without the written permission of Aurora Design.
Page 22
0 500 1000 1500 2500
TOP OF SIGNAGE 13.98
1:50 MILLIMETRES
NOTES
THIS DRAWING IS TO BE READ IN CONJUNCTION
SIGNAGE BLADE WITH "GENERAL NOTES" ON DRAWING No. A000.
2440
AS DETAILED.
ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
PRIOR TO CONSTRUCTION.
JOINTS IN EAVES CLADDING.
PRE-FINISHED METAL ROOF
SHEETING ON STEEL FRAMED GENERAL LEGEND
"PF1" PRE-FINISHED METAL ROOF & INSULATION.
CAPPING TO CASHIER / BL BOLLARD
LAUNDRY BAUILDING CARWASH ROOF SUPPORT
COLUMN SHOWN DASHED. COS CONFIRM ON SITE
DP DOWNPIPE
EDB ELECTRICAL DISTRIBUTION BOARD
RS2 RS2
700
EQ. DENOTES "EQUAL"
FW FLOOR WASTE
CEILING
SPRINGING 10.84 C2 C2 HWU HOT WATER UNIT
TYP. DENOTES "TYPICAL"
REM .
O/H DENOTES "OVERHANG"
C
L CENTRELINE
XXX FINISH REFERENCE TAGS
"PF1" PREFINISHED METAL
DOWNPIPES TO
CASHIER/LAUNDRY BUILDING.
C1 P1 C1 P1 C1
1000
2400
SOLID CORE EXTERNAL
-
APPROVED PLANS
GRADE DOORS. "P1" PAINT
2100
FINISH TO DOOR & FRAME.
BL
P4
132002.220285.5
NOOSA COUNCIL
800
CASHIER FFL 8.44
18 MAY 2018
TC -
"W1" CLADDING TO STOP 50mm
SHORT OF PAVING. PAINT OUT
RECESS 'BLACK'.
NORTH / EAST ELEVATION
01 CASHIER/LAUNDRY SCALE 1:50
S
ISUE
04
VAL
RO
APP
A900
600 2050
TOP OF SIGNAGE 13.98
'BLACK' ALUCOBOND SIGNAGE
PANEL AS DETAILED WITH 'RED'
CAPPING AROUND EDGES. 02 APPROVAL ISSUE 18.04.17
1900
ILLUMINATED ACRYLIC LOGO &
2440
LETTERING. SIGNAGE PYLON AS
01 CONCEPT DESIGN 04.01.17
DETAILED BEYOND.
REVISION DESCRIPTION DATE
OUTLINE OF
'BLACK' POWDERCOAT CARWASH ROOF OUTLINE OF CARWASH ROOF
ALUMINIUM FRAMED CLEAR OVER SHOWN OVER SHOWN DASHED.
FIXED GLASS HIGHLIGHT
WINDOWS TO COMPLY WITH
DASHED. CASHIER/LAUNDRY
AS1288.
ELEVATIONS
600
2200
ROOF APEX 11.54 ROOF APEX 11.54
COMPOSITE ALUMINIUM PROJECT:
"PF1" PRE-FINISHED FOLDED CLADDING TO EAVES &
700
700
METAL CAPPING.
C2
FASCIA. JOINTS TO ALIGN
WITH GLAZING JOINTS. C2 NOOSA CIVIC SHOPPING
600
CEILING CEILING 28 EENIE CREEK ROAD
SPRINGING 10.84 SPRINGING 10.84
600 x 150 CUT OUT
NOOSAVILLE, QLD. 4566
PROVIDE FOLDED METAL
300 EXTERNAL SIGN
CAPPING TO CORNER POST. 'BLACK' POWDERCOAT CLIENT:
400
POWDERCOAT FINISH TO GRADE VINYL "PAY ALUMINIUM FRAMED CLEAR
PAY HERE
MATCH WINDOW FRAMING. HERE" SIGNAGE
FIXED TO WALL.
FIXED GLASS HIGHLIGHT
WINDOWS TO COMPLY WITH
STAR CAR WASH
AS1288. SILICONE BUTT JOINTS TYPICAL, STEEL FRAMED
WALL WITH INSULATION
P.O. BOX 6212
BETWEEN GLASS PANES.
DOWNPIPE BEYOND AND 'ALUCUBOND' (OR
'BLACK' POWDERCOAT ALEXANDRIA NSW 2015
EQUIVALENT) CLADDING
ALUMINIUM LOCKABLE
1000
C1 WITH 10mm SHADOW
SLIDING WINDOW.
2400
2400
C1 C1
JOINTS. JOINTS TO ALIGN
COMPOSITE ALUM.
ALL AROUND.
CLADDING AS PREFINISHED METAL
10mm EXPRESSED SHADOW SPECIFIED ON GALV. DOWNPIPES.
JOINTS, TYPICAL. METAL FRAMED
EXTERNAL GRADE VINYL A.B.N. 74 194 321 852 2015
WALL, TYPICAL.
CUT OUT STARS AS SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
SHOWN ADHERED TO T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
PF1 FACE OF CLADDING &
800
"PF1" POWDERCOAT
"C1" CLADDING TO STOP TO WRAP AROUND
ALUMINIUM CLAD SERVICE TOP OF SCALE: 1:50 @ A3 DRAWING No.: REVISION:
50mm SHORT OF PAVING. BUILDING CORNER.
COUNTER PLANTER RL8.66
PAINT OUT RECESS 'BLACK'.
PROJECT No.: 16-045
CASHIER FFL 8.44 TC NEW PLANTER BOX
AS DETAILED.
CASHIER FFL 8.44
DATE: DEC. 2016
A213 02
These drawings have been produced using site information & dimensions
supplied by client. Do not scale drawing, use figured dimension. All
dimensions to be verified prior to starting any work. This document is for
information only. Aurora Design retains copyright and intellectual
SOUTH / EAST ELEVATION NORTH / WEST ELEVATION property rights in all design and documentation it produces. Aurora
Design grants one express license to the client to use this document and
02 CASHIER/LAUNDRY SCALE 1:50 03 CASHIER/LAUNDRY SCALE 1:50 design for the intended purpose and site only. No other license is implied.
Aurora Design may revoke the license if any whole or part invoiced
payment is overdue. No part or in full of this document is to be copied
without the written permission of Aurora Design.
Page 23
- 0 1000 2000 3000 5000
APPROVED PLANS
132002.220285.5
1:100 MILLIMETRES
NOTES
NOOSA COUNCIL THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH "GENERAL NOTES" ON DRAWING No. A000.
18 MAY 2018 ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
- E D C B A PRIOR TO CONSTRUCTION.
ILLUMINATED SIGNAGE PANEL
PREFINISHED METAL SHEET
AS DETAILED.
ROOFING ON EXPOSED STEEL
GENERAL LEGEND
FRAMED ROOF, WITH STEEL
BL BOLLARD
COLUMNS ARRANGED IN AN ANGLE TRIM TO EDGE OF
CANOPY TOP
INVERTED 'V' SHAPE TO ROOF SHEETING. FINISH COS CONFIRM ON SITE
TO MATCH ROOF. RL 12.755
ENGINEER'S DETAIL.
DP DOWNPIPE
EDB ELECTRICAL DISTRIBUTION BOARD
P4
EQ. DENOTES "EQUAL"
PF1 P4 PF1 BEAM + CANOPY SPRINGING
ROOF APEX 11.54
GUTTERS TAPERED STEEL OUTRIGGERS FW FLOOR WASTE
GUTTERS BEAM + RL 11.58
OUTRIGGERS OUTRIGGERS TO EAVES HWU HOT WATER UNIT
OVERHANG TO
C2 TYP. DENOTES "TYPICAL"
ENGINEER'S DETAIL.
P3 O/H DENOTES "OVERHANG"
P3 DRYING & COLUMN & P3
PAY HERE
WASHING AREA C
L CENTRELINE
COLUMN & DETAILING AREA DOWNPIPE COLUMN
3100
PROPOSED CASHIER & XXX FINISH REFERENCE TAGS
DOWNPIPE
LAUNDRY FACILTIES BUILDING C1 TYPICAL ROOF SUPPORT CHS
AS DETAILED. COLUMNS IN INVERTED "V"
ARRANGEMENT TO STRUCTURAL
PREFINISHED METAL
ENGINEER'S DETAIL.
DOWNPIPE FIXED TO OUTER
FACE OF SLANTED COLUMN.
FINISH TO MATCH CARWASH
COLUMNS (P3) P1 PLINTH TYP.
CASHIER FFL 8.44
TC
EXISTING GROUND
LINE
SOUTH / EAST ELEVATION
01 CARWASH SCALE 1:100
TYPICAL ROOF SUPPORT
3.1 3 2 1.1 1 CHS COLUMNS IN INVERTED
1 2 "V" ARRANGEMENT TO 3
STRUCTURAL ENGINEER'S
DETAIL.
PREFINISHED METAL SHEET
UE
ROOFING ON EXPOSED
SIGNAGE PYLON
AS DETAILED.
STEEL FRAMED ROOF TO
ENGINEER'S DETAIL.
S
IS
CANOPY TOP BEYOND 12.755 CANOPY TOP
VAL
RL 12.755
RO
CAR WASH CANOPY
ROOF BEYOND.
RS1 P4
OUTRIGGERS
APP
ROOF APEX 11.54 CANOPY SPRINGING
RL 11.58
C2
EXTERNAL GRADE VINYL
CUTOUT CORPORATE P3 P3 P3
'STAR' PATTERN TO WRAP
3100
CORNER OF BUILDING.
C1
02 APPROVAL ISSUE 18.04.17
BL 01 CONCEPT DESIGN 04.01.17
TOP OF KERB
PLINTH,
P1 TYPICAL. REVISION DESCRIPTION
RL 8.82 DATE
CASHIER FFL 8.44
PROPOSED CASHIER & CONCRETE KERB TO
LAUNDRY FACILTIES STRUCTURAL ENGINEER'S
CASHIER, LAUNDRY & STORE BUILDING BEYOND DETAIL.
SOUTH / WEST ELEVATION
FACILITIES BUILDING AS DETAILED.
TYPICAL ROOF SUPPORT CHS NORTH / EAST ELEVATION
OVERALL
02 CARWASH SCALE 1:100
COLUMNS IN INVERTED "V"
ARRANGEMENT TO STRUCTURAL
03 CARWASH SCALE 1:100 ELEVATIONS
ENGINEER'S DETAIL, BEYOND.
PROJECT:
NOOSA CIVIC SHOPPING
A B C D E 28 EENIE CREEK ROAD
NOOSAVILLE, QLD. 4566
CLIENT:
TAPERED STEEL ILLUMINATED SIGNAGE
STAR CAR WASH
OUTRIGGERS TO EAVES PYLON BEYOND. P.O. BOX 6212
CANOPY TOP OVERHANG TO
RL 12.755 ENGINEER'S DETAIL. ALEXANDRIA NSW 2015
P3 P3
CANOPY SPRINGING BEAM + BEAM + ROOF APEX 11.54
RL 11.58 OUTRIGGERS OUTRIGGERS
A.B.N. 74 194 321 852 2015
C2 SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
T:9025 9905 F:9587 6179 W:WWW.AURORADESIGN.NET.AU
WASHING AREA DRYING &
DETAILING AREA SCALE: 1:100 @ A3 DRAWING No.: REVISION:
3100
PROPOSED CASHIER &
TYPICAL ROOF SUPPORT CHS C1 LAUNDRY FACILTIES PROJECT No.: 16-045
COLUMNS IN INVERTED "V"
ARRANGEMENT TO STRUCTURAL
ENGINEER'S DETAIL.
PREFINISHED METAL
DOWNPIPE FIXED TO OUTER BL
BL
BUILDING AS DETAILED.
DATE: DEC. 2016
A500 02
FACE OF SLANTED COLUMN.
CARWASH AREA DOWNPIPES
These drawings have been produced using site information & dimensions
P1 PLINTH TYP. TO MATCH "P3" BL supplied by client. Do not scale drawing, use figured dimension. All
CASHIER FFL 8.44 dimensions to be verified prior to starting any work. This document is for
information only. Aurora Design retains copyright and intellectual
property rights in all design and documentation it produces. Aurora
EXISTING GROUND LINE Design grants one express license to the client to use this document and
design for the intended purpose and site only. No other license is implied.
NORTH / WEST ELEVATION Aurora Design may revoke the license if any whole or part invoiced
04 CARWASH SCALE 1:100
payment is overdue. No part or in full of this document is to be copied
without the written permission of Aurora Design.
Page 24
DO NOT SCALE - IF IN DOUBT ASK
EENIE CREEK ROAD
EENIE CREEK ROAD
PROPERTY BOUNDARY PROPERTY BOUNDARY
Four (4) additional shade
111150
PR
structures approved within minor
OP
ERT
change 132002.220285.A only
YB
OU
ND
A
RY
17000
39469
STRUCTURE 4 STRUCTURE 1
AREA - 394m² AREA - 343m²
20800
19000
STRUCTURE 3
AREA - 197m² STRUCTURE 2
AREA - 257m²
NOOSA COUNCIL
APPROVED PLANS
132002.220285.A 26 JUN 2020
As annotated by Council
SHOPPING SHOPPING
CENTRE CENTRE
PLAN LAYOUT
N
Document Set ID: 21083964
Version: 1, Version Date: 07/02/2020
SCALE:1/1000
Page 25
NOOSA COUNCIL
APPROVED PLANS
132002.220285.A 26 JUN 2020
As annotated by Council
Version: 1, Version Date: 07/02/2020
Document Set ID: 21083964
Page 26
Car
6 x Park Entrance
Smooth Landscape
Leaved Quandong
Plantings
Elaeocarpus eumundi
6 x smooth Leaved Quandong
6 x Queensland Brush Box
Elaeocarpus eumundi
Lophostemon confertus
Landscape feature tree entry statements
6 x Queensland Brush Box
- 200L ex-ground in size
Lophostermon confertus
- Mixed planting arrangement
- Suitable soil preparation and
- 100L pot size
maintenance schedule
- mixed planting arrangement
- Suitable soil preparation and
maintenance schedule
Prepared by Council in
consultation with applicant
26 June 2020
132002.220285.A 26 JUN 2020
APPROVED PLANS
NOOSA COUNCIL
Page 27
ee verona LOG Ic MATTHEW SHIELDS APPROVED PLAN 132002.220285D NOOSA COUNCIL 18 FEBRUARY 2022 Noosa Civic DA Noise Impact Assessment BRISBANE ABN 11 068 954 343 Level 1 www.acousticlogic.com.au 82 Arthur Street FORTITUDE VALLEY QLD 4006 (07) 3211 5591 The information in this document is the property of Acoustic Logic Consultancy Pty Ltd 11 068 954 343 and shall be returned on demand. It is issued on the condition that, except with our written permission, it must not be reproduced, copied or communicated to any other party nor be used for any purpose other than that stated in particular enquiry, order or contract with which it is issued. I;Mobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_Impact_Assessment.docx 1 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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Project ID 20191414.3 Document Title DA Noise Impact Assessment Attention To Stockwell Development Group Pty Ltd Revision Date Document Reference Prepared By | Checked By | Approved By 0 18/05/2021 | 20191414.3/1805A/RO/OB OB OB 1 24/05/2021 20191414.3/2405A/R1/OB OB TA 2 28/05/2021 20191414.3/2805A/R2/OB OB OB 3 31/05/2021 | 20191414.3/3105A/R3/OB OB TA 4 1/06/2021 20191414.3/0106A/R4/OB OB TA 5 1/06/2021 20191414.3/0106A/R5/OB JJM JJM 6 22/06/2021 | 20191414.3/2206A/R6/OB OB OB 7 6/07/2021 20191414.3/0607A/R7/OB OB OB 8 27/08/2021 | 20191414.3/2708A/R8/OB OB OB 9 13/10/2021 | 20191414.3/1310A/R9/OB OB OB IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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TABLE OF CONTENTS 1 INTRODUCTION ........ceecssscesesesesencssscesssesesssenescscesesesessneasacecesesesenessacesssesensseneasaceseseneseneasasees 4 2 SITE DESCRIPTION ... 3 NOISE TARGETS 3.1 CONDITION 5... 3.2 CONDITION 70.. 4 NOISE MEASUREMENTS 4.1 MEASUREMENT LOCATIONS... 4.2 | MEASURED NOISE LEVELS... 4.2.1 4.2.2 5 NOISE SOURCES/IMPACTS... 5.1. LOADING DOCKS... 5.1.1 5.1.2 5.2 MECHANICAL PLANT... 5.3 COMPACTOR 6 NOISE CALCULATION 6.1 MODELLING SCENARIOS.. 6.2 GENERAL MODELLING ASSUMPTIONS 6.3. OPTIMISED ACOUSTIC BARRIER 6.3.1 6.3.2 6.3.3 6.3.4 6.3.5 7 RECOMMENDATION G.................ccsscesseeeeee 7.1. MANAGEMENT AND PLANT CONTROLS 7.2. ACOUSTIC BARRIER 7.3, ROOFTOP PLANT TREATMENT.. Unattended Measurements Results Attended Measurement Results. Trolley Collection Delivery Trucks Mechanical Plant Noise........ Loading Dock Vehicle Idling Loading Dock Vehicle Movements.. COMPACCOM.....secssesecessseceesneeceesnneeeeeee Compliance with Noise Targets B CONCLUSION... eeceeessssssssesesesssessssesesesesssessesesesesesssesssteseseseaeseaeseseseseseseseeseseseasacaeseecenenes IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 3 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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1 INTRODUCTION Acoustic Logic consultancy (ALC) have been engaged to conduct an assessment of major noise source impacts from the Noosa Civic Shopping Centre onto proposed adjacent residential development. The report is in response to Condition 5 of Judgement No. 765 of 2020 (3 September 2020) below: 1. Prepare and submit to Council for approval with and Operational Works application a revised acoustic report which includes measures to mitigate noise generated from the shopping centre operations and equipment, including deliveries, truck movements and rubbish collection. This report should consider attenuation at the noise source as well as a noise barrier along the shared boundary of Lots 19 and 21. All measures to mitigate noise must be implemented prior the submission of the subdivision plan to Council. Noise attenuation is required to achieve the following acoustic quality for potential residential uses on Lots 17-19. The measurement location must include receivers being places at the closest point to the future residential and office buildings. Criteria (measured at the receptor) dB(A) Sensitive receptor Time of Day LAeq,adj, Thr! LA1.adj, 1h Daytime and evening (habitable spaces) 35 45 Dwelling (indoors) Night-time (sleeping 30 40 areas) ‘Acoustic descriptor/noise target for continuous noise sources (eg. Mechanical plant). Acoustic descriptor/noise target for transient impacts arising from loading dock activities (e.g. truck movements, reversing alarms, compactor, trolley etc.) The purpose of this assessment is the following: Establish the predicted intrusive noise levels at the proposed subdivision site on Hofmann Road for lots 17-19; and Provide acoustic attenuation recommendations to meet the indoor acoustic criteria set by Condition 5 of Judgement No. 765 of 2020 (3 September 2020). The acoustic attenuation measures, as instructed by Stockwell, include a noise barrier along the boundary to the loading docks but also considers vegetation and the existing 1.2 metre high blockwork barrier separating the Loading dock and Lot 21, as well as other controls as listed in the report. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 4 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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2 SITE DESCRIPTION Noosa Civic Loading dock is located on the southern side of Noosa Civic Shopping Centre. The site is bound by the following: « North, North-east - Noosa Civic Shopping Centre building; « West - Commercial precinct; and « South — Residential lots 17-19. The loading docks are indicated in Figure 1 below. LD1 Woolworths Residential lots (Lots 17-19) Noosa Civic Loading Docks Figure 1 - Site Location IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 5 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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3 NOISE TARGETS 3.1 CONDITION 5 In accordance with Condition 5 of Judgement No. 765 of 2020 (3 September 2020) the development will be assessed in accordance with the criteria below for impacts onto Lots 17-19. Lot 21 is a commercial site and the following targets are not applicable. Table 1 - EPP Noise 2008, Schedule 1 - Acoustic Quality Objectives for Residential Sensitive Time of Day Criteria (measured at the receptor) receptor dB(A) Laeg,adj,thr’ Lat,adj, thr daytime and evening 35 45 dwelling (indoors) (habitable spaces) night-time (sleeping areas) 30 40 ' Acoustic descriptor/noise target for continuous noise sources (e.g. mechanical plant). ? Acoustic descriptor/noise target for transient impacts arising from loading dock activities (e.g. truck movements, reversing alarms, compactor, trolley etc.). 3.2 CONDITION 70 The original DA for the shopping centre included condition 70 below regarding air-conditioning equipment. 70. An occupier of premises where there is air-conditioning equipment must not use or allow the use of the equipment — a) before 7am or after 10pm on any day if it maker noise or causes noise to be made of more than the higher of the following - 0) 40 dB(A); ii) 3 dB(A) above the background noise level b) from 7am to 7pm on any day if it maker noise or causes noise to be made of more than the lower of either of the following: i) 50 dB(A) ii) 5 dB(A) above the background noise level ©) from 7pm to 10pm on any day if it makes noise or causes noise to be made of more than 3 db(A) above the background noise level. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 6 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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4 NOISE MEASUREMENTS To determine ambient noise levels in the vicinity of the site 4.1 MEASUREMENT LOCATIONS Monitor locations were selected upon accessibility and accuracy in considering ambient conditions whilst capturing dominant noise sources around site. Unattended ®@ Attended Figure 2- Noise Measurement Locations IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 7 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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4.2 MEASURED NOISE LEVELS 4.2.1 Unattended Measurements Results Table 2 -NGARA Measurement Summary Date Average Acoustic Descriptor, dB(A) Leq Loo Lio Li D* E* N* D* E* N* D* E* N* | D* E* N* 20/11/19 59 48 48 57 45 42 60 50 50 61 53 53 21/11/19 57 52 50 55 50 45 59 54 51 61 56 54 22/11/19 58 48 48 56 44 43 59 50 | 49 61 53 53 23/11/19 58 52 48 56 46 43 59 54 | 49 60 56 53 24/11/19 58 45 49 56 42 43 59 | 46 50 60 48 54 25/11/19 59 | 49 50 57 45 46 60 | 50 | 51 | 62 | 53 | 54 26/11/19 59 48 48 57 46 44 60 50 50 62 52 54 27/11/19 59 57 61 63 AVERAGE 58 49 49 56 45 44 60 | 50 | 50 | 61 53 | 54 * D- Day (7:00-18:00), E- Evening (18:00 — 22:00), N-Night (22:00-7:00) Table 3 -Rion NL42 Measurement Summary Date Average Acoustic Descriptor, dB(A) Leq Loo Lio Li D* E* N* D* E* N* D* E* N* D* E* N* 20/11/19 54 48 44 51 46 37 56 50 | 46 66 56 59 21/11/19 52 49 44 49 46 36 53 50 | 46 66 59 61 22/11/19 52 49 44 49 46 36 53 50 | 45 66 60 61 23/11/19 52 48 44 49 46 35 54 | 49 | 46 66 58 60 24/11/19 53 48 43 49 45 36 56 50 | 45 67 58 61 25/11/19 52 49 43 49 46 37 54 51 45 66 61 61 26/11/19 57 51 44 52 47 37 59 54 46 70 59 60 27/11/19 54 51 56 67 AVERAGE 53 49 44 50 46 36 55 51 46 | 67 | 59 | 60 * D- Day (7:00-18:00), E- Evening (18:00 — 22:00), N-Night (22:00-7:00) IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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4.2.2 Attended Measurement Results Table 4 -Loading Dock Activity and Mechanical Plant Attended Measurements Acoustic Descriptor, dB(A) Location’ Noise Source Leq Linax Lpeak 1 Mechanical plant @ 25 57 62 78 metres 2 Reversing signal from trolley 69 16 83 collection truck Mechanical plant noise 3 through exhaust/grille @ 1 71 73 85 metre 4 Condenser units on roof @ 5 57 N/A N/A metres 5 Cooling tower plant room @ 84 N/A N/A 1m from louvre 6 Exhaust fan @ 1 metre 81 N/A N/A 7 Condenser units on roof @ 2 N/A N/A Im 8 Condenser units on roof @ 69 N/A N/A Im 9 Condenser unis on roof @ 1 N/A N/A 1 Refer to Figure 2 for location on map. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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5 NOISE SOURCES/IMPACTS The following sections outline current major noise sources that were identified upon the site visit to have potential impact on site. 5.1 LOADING DOCKS 5.1.1. Trolley Collection During time on site, the following was observed and considered in the assessment in relation to trolley activity: e As advised by the client, trolley collection occurs: o Woolworths " Monday-Saturday from 8am to 9pm «= Sunday from 9am to 6pm o BigW = Monday-Saturday from 9am to 5pm «= Sunday from 10am to 3pm e« Measured trolley activity noise level of 69 dB(A) Leq 5.1.2 Delivery Trucks The following observations were made regarding delivery trucks: « Small to medium sized delivery trucks were present within the loading docks; « No more than one truck in each hour is present at the loading docks; e As advised by the client, the loading dock operational hours are: o Monday to Saturday — 5am to 9pm o Sunday — 8am to 6pm e = Truck (incl. refrigeration truck) idling was only considered to occur in the loading dock during nominal 15minute loading period, and not along the boundaries or at the entrance to the loading docks; « Where trucks enter the site to wait for loading as well as during loading (unless short-time drop- off/pick-up), engines must be turned off; e In the case of refrigeration trucks, these should just come in and leave site after loading as no idling shall be allowed at other times; e Such restrictions should be included if not yet followed (e.g. signs installed at the entry and along the boundaries and within the shopping centre loading docks); and e The modelling assumptions in Section 6.2 show specific activities and types of vehicles in each individual loading dock 5.2 MECHANICAL PLANT Mechanical plant that was observed is indicated in Figure 2 with the noise sources based on the attended measurement results in Table 4. As advised by the client, the operational hours for the mechanical plant are as follows: « Monday to Saturday — 7am to 9pm « Sunday — 8am to 6pm Mechanical plant operational restrictions considered in the modelling are listed in Section 6.2. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 10 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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5.3 COMPACTOR A compactor was noticed located by the ‘Big W’ loading dock 3 with an assumed Lmax sound power level of 100 dB(A). The compactor has been excluded from night time assessments as operational hours advised by the client are as follows: « Monday - Wednesday, and Friday — Sunday: 8am to 6pm e Thursday: 8am to 9pm IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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6 NOISE CALCULATION Noise calculations were conducted based on the measured noise levels in Table 4 and the operational conditions highlighted in Sections 5.1 to 5.3. 6.1 MODELLING SCENARIOS Predicted noise impacts from onsite activities to residential lots 17-19 have been calculated using SoundPLAN™ computer modelling. The following scenarios were considered in the assessment: e All loading docks and compactor operating concurrently, representing the worst-case scenario for day time noise emissions. e Allloading docks operating concurrently, representing the worst-case scenario for evening and night time noise emissions as per the description in Section 5.1.2 and Section 6.2. « Mechanical plant operational scenarios as described in this report. 6.2 GENERAL MODELLING ASSUMPTIONS The analysis was conducted based on the following assumptions: e Mechanical plant noise source levels based on the attended measurements in Table 4 with additional controls listed below, which limit the noise impacts. e Sensitive receivers are considered on Lot 17-19 with facade line of the proposed residential development based on the latest architectural plans provided to ALC, with the locations as shown in Figure 3. Receiver Locations on lots 17-19 Figure 3- Proposed Residential Building Locations e The following operational conditions regarding the site mechanical plant: IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 12 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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o ALC has been advised that the chillers are switched off at 9pm, hence they have been considered not to be operational during the night time period. o The condenser units are considered to be operational prior to 7am. Commonly used allowance to have 10-15dB noise reduction across facade with partially opened windows for ventilation to determine the impacts internally. Additional noise reduction will be achieved, given the residential buildings are likely recommended to have acoustically rated windows with additional provision for ventilation to allow external windows to be closed. We note that the basis of judgement is Environmental Protection (Noise) Policy 2019 Acoustic Quality Objectives which indicates a 20dB difference between outdoor and indoor acoustic quality objectives which would lead to higher outdoor noise allowances in comparison to our assessment; The residential development site ground level on Lots 17-19 are 4.62metres below the loading dock level as advised by the developer; The loading dock locations presented in Figure 1. Loading Dock 1 (Woolworths) is the only loading dock with refrigerated trucks operational and it is assumed that the refrigeration units are not able to be turned off; Loading Dock 2 is used by light vehicles; Loading Docks 3-5 are used by regular trucks; Loading Docks 2-5 do not have refrigeration trucks and therefore, no idling is allowed with the exception of a short time pick-up/drop off (less than 10minutes) within the loading dock; Rear loading dock operational hours o Monday - Saturday: 5am to 9pm o Sunday: 8am to 6pm Vehicles are limited to a speed of 10km/h in the loading dock; Refrigeration truck idle time of 15 minutes while unloading and this idling was assumed to only occur in the loading dock, and not along the boundaries or at the entrance to the loading docks. The refrigeration trucks, therefore, must not enter the site prior to loading to wait for their turn. Such restrictions should be included if not yet followed (e.g. signs installed at the entry and along the boundaries of the shopping centre loading docks); No Idling time for all other trucks including rubbish collection trucks, and such restrictions should be included if not yet followed (e.g. signs installed at the entry and along the boundaries of the shopping centre loading docks); Mechanical plant adjacent and within loading docks is not operational between 9pm and 7am Monday — Saturday, and 6pm and 8am on Sunday; Kitchen exhaust fans are not operational between 9pm and 7am Monday — Saturday, and 6pm and 8am on Sunday; Compactor operational hours: o Monday — Wednesday, and Friday — Sunday: 8am to 6pm o Thursday: 8am to 9pm No trolley collection between 10pm and 7am; The following sound power levels: o Roof condenser units sound power levels 79-93 dB(A) Leg, based on onsite measurements at Noosa Civic; o Kitchen exhaust fans sound power levels 98dB(A) and 99dB(A) Leg, based on onsite measurements at Noosa Civic; o Loading dock truck sound power level 101dB(A) Lmax at a height of 3m above the ground level, obtained from onsite measurements at Noosa Civic and similar equipment previously assessed by ALC; o Refrigeration truck sound power level of 95dB(A) Leq at a height of 3m above the ground level, obtained from measurements of similar equipment previously assessed by ALC; IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 13 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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o Compactor sound power level of 100dB(A) Lmax, obtained from measurements of similar equipment previously assessed by ALC; and o Light vehicles sound power level of 86dB(A) Leq, obtained from measurements of similar equipment previously assessed by ALC. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 14 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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6.3 OPTIMISED ACOUSTIC BARRIER An acoustic barrier of height 4 metres above the loading dock pad level and with a minimum surface density of 12kg/m? or higher. The acoustic barrier location is marked up in Figure 4. mums Acoustic barrier 2.0 metre high above loading dock ground levell =mmsss=== Acoustic barrier 3.0 metre high above loading dock ground levell wmeee=== Acoustic barrier 4.0 metre high above loading dock ground level Figure 4 — Proposed Optimised Acoustic Barrier Location IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 15 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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Where the new acoustic barrier is to be extended above the existing blockwork wall barrier, the following distances from the barrier and depths of the barrier down to the ground shall be maintained. < 2 a fad o 2 54 oO = ita 2) o a ra oy i = i] Ke) ES a 2 distance to new barrier <+—_______» barrier depth Ground Figure 5 - Minimum Depth of Extended-height Barrier Barrier depth: The vertical length which the new barrier extends below the existing block work wall. This is measured from the top of the existing blockwork wall vertically down towards the ground (distance between the two dashed purple lines). Distance to new barrier: The horizontal gap that is present between the existing blockwork wall barrier and the new barrier. This is measured from the back of blockwork wall to the front of the new existing barrier (distance between the dashed yellow lines). The minimum barrier depth of the barrier shall be equal or more than the distance to the new barrier as defined above, i.e., if the distance to the new barrier is 500mm the barrier depth shall be of length 2500mm. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 16 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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6.3.1. Mechanical Plant Noise Based on the assumptions in Section 6.2 and the acoustic treatments in the acoustic letter (ref: 20191414.3/2206A/R1/OB, dated 16 June 2021) the mechanical plant is predicted to fully comply with the noise criteria in Condition 5 and Condition 70 for all time periods. Refer to Table 5 for predicted noise levels. 6.3.2 Loading Dock Vehicle Idling Based on the assumptions in Section 6.2, SoundPLAN™ facade noise maps were generated for the loading dock vehicle idling and are presented in Figure 6. Noosa Civic Loading Dock Vehicle Idling Predicted Facade Noise Impacts Prepared ty. OB ‘ate 19108/2001 Noise Level ms sesstegeuyss ACOUSTIC Loaic Figure 6- Loading Dock Vehicle Idling Noise Levels (Leq) - Optimised Acoustic Barrier IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 17 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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6.3.3 Loading Dock Vehicle Movements Based on the assumptions in Section 6.2, SoundPLAN™ facade noise maps were generated for the loading dock vehicle movements and are presented in Figure 7 and Figure 8. Noosa Civic Loading Dock Vehicle Movements Predicted Facade Noise Impacts Prepared ty. OB ‘bate naos2021 Noise Level ms ACOUSTIC Loaic Figure 7- Loading Dock Movement Noise Levels (L-q) - Optimised Acoustic Barrier Noosa Civic Loading Dock Vehicle Movements Predicted Facade Noise Impacts Prepared ty. OB ‘ate 19108/2001 Noise Level < 95 2 4 4 * 50 253, ea ACOUSTIC Loaic Figure 8- Loading Dock Movement Noise Levels (Lmax) - Optimised Acoustic Barrier IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 18 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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6.3.4 Compactor Based on the assumptions in Section 6.2, SoundPLAN™ facade noise maps were generated for compactor and are presented in Figure 9. Noosa Civic Compactor Predicted Facade Noise Impacts BRReseestres ACOUSTIC Loaic Figure 9- Compactor Noise Levels (Linax) - Optimised Acoustic Barrier 6.3.5 Compliance with Noise Targets The predicted noise impacts based on the SoundPLAN™ modelling conducted were compared against the noise targets in Section 3. The noise levels are presented in Table 5 and Table 6. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 19 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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Table 5 - Predicted Continuous Noise Impacts with Optimised Acoustic Barrier . . Compliance . Internal Noise sgt Compliance P Noise . Criteria Lacg, adj, . with Source Time Level Lag, adj th with Condition dB(A)" ter Condition 5 3 70 Mechanical Day 33 <35 Yes Yes Plant Evening 33 <35 Yes Yes Noise Night 25 < 30 Yes Yes Loading Day 15 <35 Yes N/A Dock Evening 15 < 35 Yes N/A Movement | Night 15 < 30 Yes N/A Loading Day 25 <35 Yes N/A Dock A Vehicle Evening 25 <35 Yes N/A Idling Night 25 < 30 Yes N/A Note’: Assumed 10-15dB noise reduction across facade with partially opened windows for ventilation. Note: Condition 70 is not applicable to all mechanical plant and is only considered for air-conditioning equipment noise. Table 6 - Predicted Transient Noise Impacts with Optimised Acoustic Barrier C li Noise . Internal Noise Level Lamax Criteria . omp tance Time 1 with Condition Source dB(A) Lat, adj, thr 5 Loading Day 37 <45 N/A Dock Evening 37 < 45 N/A Movement | Night 37 < 40 N/A Day 37 <45 N/A Compactor Evening 37 <45 N/A Night N/A N/A N/A Note™: Assumed 10-15dB noise reduction across facade with partially opened windows for ventilation. Compliance is predicted for mechanical plant, loading dock vehicle movements, loading dock vehicle idling, and compactor noise for all time periods. Based on the above predictions, the following is noted for mechanical plant noise: e Night time period: compliance is predicted for the night time period based on the following conditions: a. The chillers are switched off at 9pm and shall not be operational during the night time period. b. The operational conditions of other plant are as listed in Section 6.2. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 20 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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7 RECOMMENDATIONS 7.1 MANAGEMENT AND PLANT CONTROLS The following operational conditions regarding the site mechanical plant are to be followed and maintained: e The chillers are switched off at 9pm and shall not be operational during the night time period. « Mechanical plant adjacent and within loading docks is not operational between 9pm and 7am Monday — Saturday, and 6pm and 8am on Sunday; e Kitchen exhaust fans are not operational between 9pm and 7am Monday — Saturday, and 6pm and 8am on Sunday; e Additional controls at plant as described in Section 6.2. These additional controls are to be maintained and followed: e Trolley collection must not occur after 10pm and prior to 7am; ¢ Compactor operational hours: o Monday — Wednesday, and Friday — Sunday: 8am to 6pm o Thursday: 8am to 9pm e Loading dock operation is to be limited to the time period between 5am and 9pm only, with refrigeration trucks idling limited as per Section 6.2. This idling shall only occur during the loading/unloading activity at the loading dock, and not whilst waiting to enter the loading dock or along the boundaries. In the case of refrigeration trucks, planned entry times could be scheduled before hand to ensure that no idling occurs along the boundaries or at the entry to the loading docks. e For all other trucks, with the exception of a short-time pick-up/drop-off within the loading dock, no idling should occur within the sites at any time. ¢ Other restrictions are listed in Section 6.2. Such restrictions should be included if not yet followed (e.g. signs installed at the entry and along the boundaries of the shopping centre loading docks and within loading docks). Furthermore, If trucks are to remain idling whilst waiting to enter the loading dock, it is recommended that this is done away from the site as otherwise the impacts can be adverse. 7.2 ACOUSTIC BARRIER Based on the assessment carried out in this report, the optimised noise barrier (minimum surface density of 12kg/m2) is indicated below. The barrier is determined based on the assumptions and modelling in Section 6 of this report and management and plant controls summarised in Section 7.1. It is noted that the overall heights indicated are taken from the loading dock level and can include the already existing 1.2 metre high block wall between Lot 21 and the loading dock (i.e. where a barrier is built over the existing block wall, the additional barrier constructed will be shorter). In any case, the barrier must have no gaps at the base and along the entire height and length of the barrier. z 8 : Additional = barrier z 5 s 3 a Blockwork = Loading Dock IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 21 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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sum Acoustic barrier 2.0 metre high above loading dock ground levell sees Acoustic barrier 3.0 metre high above loading dock ground levell mee Acoustic barrier 4.0 metre high above loading dock ground level IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021 22
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Where the new acoustic barrier is to be extended above the existing blockwork wall barrier, the following distances from the barrier and depths of the barrier down to the ground shall be maintained. < 2 a fad o 2 54 oO = ita 2) o a ra oy i = i] Ke) ES a 2 distance to new barrier <+—_______» barrier depth Ground Figure 10 - Minimum Depth of Extended-height Barrier Barrier depth: The vertical length which the new barrier extends below the existing block work wall. This is measured from the top of the existing blockwork wall vertically down towards the ground (distance between the two dashed purple lines). Distance to new barrier: The horizontal gap that is present between the existing blockwork wall barrier and the new barrier. This is measured from the back of blockwork wall to the front of the new existing barrier (distance between the dashed yellow lines). The minimum barrier depth of the barrier shall be equal or more than the distance to the new barrier as defined above, i.e., if the distance to the new barrier is 500mm the barrier depth shall be of length 2500mm. IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 23 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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7.3, ROOFTOP PLANT TREATMENT The following acoustic treatments for the rooftop stationary plant are recommended: ¢ Solid, gap-free acoustic barriers with a minimum surface density of 12kg/m? as marked up in Figure 3 (yellow line); e AcoustiMax75 Wall Panels (75mm thick) in place of the standard louvers indicated in Figure 3 (red line). The louvres on the entire length of the southern wall (marked up in red) of the mechanical plant shall be enclosed with no gaps or holes. The panels shall extend in height to fully cover all standard louvres on the southern wall of the mechanical plant. === = AcoustiMax75 wall panels (75mm thick) covering/replacing the existing standard louvers. The panels are to extend in height to ensure that all louvres/openings on the southern wall of the mechanical plant are covered and shall have no holes or gaps. Acoustic barrier to height 500mm above top of plant Figure 11- Mechanical Plant Acoustic Barriers IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 24 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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8 CONCLUSION ALC have conducted a noise impact assessment of the loading dock activities and mechanical plant located at Noosa Civic Shopping Centre, 28 Eenie Creek Road, Noosaville. The purpose of the assessment was to calculate predicted intrusive noise levels on residential lots 17-19 south of Noosa Civic and determine compliance with Condition 5 of Judgement No. 765 of 2020 (3 September 2020). Based on the assumptions in Section 6.2 and provided the recommendations in Section 7 are followed, compliance is predicted with the noise targets specified in Condition 5 for Lots 17-19 proposed residential buildings and Condition 70 of the original Shopping Centre DA conditions. The recommended optimised acoustic barrier is included in section 7.2 and additional rooftop plant treatment recommendations are included in sections 7.3. We trust this information is satisfactory. Please contact us should you have any further queries. Yours faithfully, Gnil Acoustic Logic Consultancy Pty Ltd Omar Busaidi IMobs\2019\20191414\20191414.3\202110130BA_R9_DA_Noise_lmpact_Assessment.docx 25 Document Set ID: 21711315 Version: 1, Version Date: 24/11/2021
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-
TIO
APPROVED PLAN
132002.220285D
NR
NOOSA COUNCIL
EFE
18 FEBRUARY 2022
R
DW Denotes extension of
G Denotes extension of existing screen to
No existing screen to 2100 high. Refer
2400 high. Refer typical Type 1 screen
Existing plant extension detail Existing plant
Z
typical Type 1 screen platform
B-R
platform extension detail Denotes remove and
replace existing
P1
screen. New screen
3600 high. Refer
Denotes new screen Type 3 screen detail
to existing exhaust
fan. Refer Typical
detail
ZA-FP1
18 FEBRUARY 2022
APPROVED PLAN
NOOSA COUNCIL
132002.220285D
-
Denotes new screen
to existing exhaust
fan. Refer Typical
ZONE E PLAN
detail
ZONE C PLAN
Denotes extension of Design Loads
existing screen to
2100 high. Refer
typical Type 2 screen Wind Loading
extension detail Region B
Terrain Category 2.5
Building Importance level 2
A 09/09/21 Tender Issue JM
ISSUE DATE AMENDMENT BY APP
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2019 ©
ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
CLIENT:
STOCKWELL
NOOSA CIVIC
ACOUSTIC UPGRADE PROJECT
ROOF LEVEL SCREEN PLANS
DESIGN: JM DRAWN: JM SCALES: 1:100 AT A1
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
9017 S2.01 A
TENDER
Document Set ID: 21711317
Version: 1, Version Date: 24/11/2021
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