Council archive · source document
SUPERSEDED - Approved Plans - MCU21-0117 & OPW21-0199 · MCU21/0117
Plans and drawings: the text below has words only, no drawings.
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Where within the minimum
2
side boundary setback, the
A.004
pergola must remain
2710
unroofed/unenclosed.
POD B
POD C -
TIMBER RE
T WAL L
APPROVED PLAN
6000
TIMBER RE
T WAL L N MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
SEWER
U5 -
LINE
U6
TIMBER RE
U7
SETBACK
2000
5000L
SLIMLINE
U8 POD B
TIMBER RE
WATER
T WA
U9 TANK
LL
U11 U10
LL T WA
POD C
5000L
SLIMLINE U7
U8 RT 1
WATER T CARPO
TANK CARPOR
A.004
SEWER LINE
VISITOR 2
K
TURF BLOC
SEWER
MANHOLE 5000L SLIMLINE
WATER TANK
OSURE
BIN ENCL
T WALL
TIMBER RE 1
VISITOR 3
K A.005
TURF BLOC
U4
TIMBER RE
2.0m HIGH
U2
T WA
POD A.1
POD A.1
LL
TIMBER PA
2000
2.0m HIGH
RET WALL
POD A Pergola must remain
ILI
NG FENCE
TIMBER PA
unroofed/unenclosed.
POD A
ALONG BO
U3
ILI
NG FENCE
UNDARY
U1 DRIVEWA
Y
ALONG BO
BITUMEN RETE
WITH CONC ER
RD
EDGE BO
UNDARY
RGOLA
OPEN PE
Pergola must remain
VISITOR 1
unroofed/unenclosed. EN PERG
OLA
TURF BLOC
K
OP OSURE
BIN ENCL
S
MAIL BOXE
1)
EST (IT EM
INF O REQU
6005
5505
4000
TATE
ENTRY ES
TE
AUTO GA
2000
SETBACK
3
MASTER SITE PLAN A.004
2000
Scale 1 : 300 S BACK
ET
Project Address Client Name Drawing Title Project Number Sheet Number
54 ELM ST & 5 PEARL ST
COOROY QLD
ZEST DESIGN STUDIO
4CD
DEVELOPMENTS
SITE PLAN
21012
Designer (s)
A.001
P | 07 5474 1664
ICB
A | 1A/12 Action St, Noosaville, QLD 4566
B INFO REQUEST RESPONSE 12/08/2021 Phase Issue
E | [email protected]
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012
SCALE @A3 CUSTOM A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA B
See the original
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Page 2
POD B -
APPROVED PLAN
272m² MCU21/0117 & OPW21/0199
POD C NOOSA COUNCIL
371m² 36m² 8 NOVEMBER 2021
-
POD A.1
SITE COVER CALCS: POD A 172m²
SITE COVER MAX = 45% 172m²
SITE AREA = 2274.55m² x 0.45 = 1023.54m² ALLOWABLE
SITE AREA MAX = 1023.54m²
UN-ROOFED PERGOLA
SITE COVER PROVIDED = 1023m² INFO REQUEST (ITEM 2) 2)
EST (IT EM
INF O REQU
UN-ROOFED PERGOLA
Plan
2)
EST (IT EM
INF O REQU
SITE COVER CALCS 1 : 500
U6 U5
U7
U9 U8
0
U11 U1
U4
U2
35% LANDSCAPE REQUIRED
2274.55m² x 0.35 = 796.09m²
LANDSCAPE PROVIDED U3
TOTAL PROVIDED: 803m²
U1
Plan
LANDSCAPE CALCS 1 : 500
Project Address Client Name Drawing Title Project Number Sheet Number
54 ELM ST & 5 PEARL ST
COOROY QLD
ZEST DESIGN STUDIO
4CD
DEVELOPMENTS
DEVELOPMENT SUMMARY
21012
Designer (s)
A.003
P | 07 5474 1664
ICB
A | 1A/12 Action St, Noosaville, QLD 4566
B INFO REQUEST RESPONSE 12/08/2021 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012
SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA B
Page 3
6000 2710
8M HEIGHT RESTRICTION RL. 113.842 m RL. 113.149 m DEEP PLANTING
RL. 113.842 m
DEEP PLANTING RL. 113.111 m
ELM ST PROPERTY BOUNDARY
PROPERTY BOUNDARY
N.G .L
POD C CARPORT POD B
1 Section
A.001 POD B-C SECTION 1 : 150 POD A DRIVEWAY POD B
RL. 113.644 m RL. 113.842 m
RL. 113.644 m
8M HEIGHT RESTRICTION
BEDROOM BATHROOM BATHROOM BEDROOM
RL. 109.150 m RL. 109.000 m
GARAGE KITCHEN LIVING
RL. 106.000 m
RL. 106.190 m
N.G .L N.G .L POD A.1
2 Section RL. 113.641 m
POD A
SIGNIFICANT STREET TREE - RL. 113.641 m
A.001 POD A-B SECTION 1 : 150 REFER TO LANDSCAPE PLAN
-
APPROVED PLAN
MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021 EXISTING COOROY MAPLE TREE
-
3 Section
A.001 PEARL STREET VIEW 1 : 130
BLOCK FENCE RENDERED
5000 1m FENCE SETBACK
BLOCK FENCE ON BOUNDARY MAILBOXES X12
ESTATE AUTO GATE PEDESTRIAN GATE
11 UNITS & 1 BODY CORP
Project Address Client Name Drawing Title 6500 STEP IN FENCE Project Number Sheet Number
54 ELM ST & 5 PEARL ST
INFO REQUEST (ITEM 1)
COOROY QLD
ZEST DESIGN STUDIO
SITE SECTIONS
D INFO REQUEST - ITEM 1 01/11/2021
21012
Designer (s)
A.004
P | 07 5474 1664 C TENDER ISSUE 12/10/2021 ICB
A | 1A/12 Action St, Noosaville, QLD 4566
B INFO REQUEST RESPONSE 12/08/2021 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
T D
Q.B.C.C Lic. No: 1307012
Page 4
KEY
PA.201
POD A
1
-
APPROVED PLAN
2055 3000 12810 3000
POD A.1 MCU21/0117 & OPW21/0199
NOOSA COUNCIL
N
REFER TO SITE 8 NOVEMBER 2021
PLAN TIMBER PAILING DIVIDER FENCE -
2m HIGH. UN-PAINTED
FFL. 106.190 m A.C UNIT ON GROUND A.C UNIT ON GROUND
TP1 WA1.3 WA1.4 WA2.4 WA2.3
ALFRESCO PTY REF
WC WC
REF PTY ALFRESCO
720 cs 720 cs
KITCHEN LIN LIN KITCHEN
FFL. 106.190 m
DA1.3
DA2.3
LDY LDY
WM WM
720 cs
720 cs
DR DR
WA1.2 LIVING LIVING WA2.2
DIN DIN
820 cs
820 cs
GARAGE GARAGE 3 PA.201
PA.200 2
9925
TV TV
U1 U2
60/60/60 FIRE RATED WALL
UP UP
VOID VOID
WA1.1 WA2.1
A/C A/C
SECRET DOOR TO SECRET DOOR TO
STORE UNDER STAIRS STORE UNDER STAIRS
DA1.2 DA2.2
LINE OF LEVEL 2 PORCH PORCH LINE OF LEVEL 2
FLOOR OVER FLOOR OVER
FFL. 106.200 m FFL. 106.200 m
DA1.1 DA2.1
TP1 TP1
LANDSCAPE GARDEN FFL. 106.190 m FFL. 106.190 m LANDSCAPE GARDEN
REFER TO LANDSCAPE PLAN REFER TO LANDSCAPE PLAN
NOTE: FOR UNITS 3 & 4 IT IS A DIRECT
19810
MIRROR OF UNITS 1 & 2. REFER TO SITE
PLAN FOR LOCATION AND ORIENTATION. UNIT 1 UNIT 2
LEVEL 1
Scale 1 : 100
UNITS 3 & 4 ARE LOCATED WITHING POD A.1
1
PA.200
POD A POD A.1
Project Address Drawing Title Project Number Sheet Number
5 PEARL ST COOROY
ZEST DESIGN STUDIO
LEVEL 1 - FLOOR PLAN
21012 PA.100
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 5
KEY
-
POD A APPROVED PLAN
19810 MCU21/0117 & OPW21/0199
50090 9220 190 9220 90500 NOOSA COUNCIL
8 NOVEMBER 2021
POD A.1 -
60/60/60 FIRE RATED WALL
REFER TO SITE
WA1.8 WA1.9 WA2.9 WA2.8
PLAN
720 cs
720 cs
SHR SHR
WA1.7 WA2.7
BED 1 BED 2 BED 2 BED 1
720 cs
720 cs
SHR SHR
ROBE ROBE ROBE ROBE
820 820 820 820
DAYBED
DAYBED
10014
WA1.6 WA2.6
LIVING LIVING
VOID LEVEL 1 ROOF BELOW VOID
DA1.4 DA2.4
WA2.5
WA1.5
A.C UNIT A.C UNIT
PRIVATE DECK PRIVATE DECK
LEVEL 2
Scale 1 : 100
500 6310 6190 6310 500
NOTE: FOR UNITS 3 & 4 IT IS A DIRECT
MIRROR OF UNITS 1 & 2. REFER TO SITE
PLAN FOR LOCATION AND ORIENTATION.
UNITS 3 & 4 ARE LOCATED WITHING POD A.1
POD A POD A.1
Project Address Drawing Title Project Number Sheet Number
5 PEARL ST COOROY
ZEST DESIGN STUDIO
LEVEL 2 - FLOOR PLAN
21012 PA.101
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
TW
DA A
Q.B.C.C Lic. No: 1307012
Page 6
RS: ROOFING IRON TIMBER GABLE CAPPING "SURFMIST"
COLORBOND CUSTOM ORB
EC2: EXTERIOR CLADDING "SURFMIST" TB1: TIMBER COVER BATTENS
NATURAL STONE OYSTER PAINTED DULUX LEXICON HALF
TUSCAN RUBBLE SUPPLIER
SUNSHINE LIVING
FC: FC SHEETING
LEVEL 2 CEILING PAINTED DULUX TRANQUIL RETREAT
RL 111.600 m
BUILDING HEIGHT
EC3: EXTERIOR CLADDING AXON
CLADDING 133MM SMOOTH IN
7444
2400
DULUX LEXICON HALF
BAL: TIMBER BALUSTRADING
LEVEL 2 PAINTED DULUX LEXICON HALF
300
RL 109.200 m
LEVEL 1 CEILING EC1: EXTERIOR CLADDING
RL 108.900 m SCYON LINEA WEATHERBOARD 150mm
PAINTED DULUX TRANQUIL RETREAT
2700
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
LEVEL 1
RL 106.200 m
FRONT ELEVATION PANEL LIFT GARAGE DOOR
"SURFMIST"
ENTRY DOOR PAINTED DULUX MONUMENT REFER TO SITE SECTIONS FOR
NATURAL GROUND LINES AND
Scale 1 : 100 TRANSLUCENT GLASS
TOP ROW PANEL
BUILDING HEIGHT LIMIT
RS: ROOFING IRON EC1: EXTERIOR CLADDING
COLORBOND CUSTOM ORB SCYON LINEA WEATHERBOARD 150mm
"SURFMIST" PAINTED DULUX TRANQUIL RETREAT
GT: 150mm HALF ROUND GUTTER
1400 EAVE 600
"SURFMIST"
SETBACK
LEVEL 2 CEILING
RL 111.600 m
TP1: TIMBER POST PAINTED
2000 WALL
2400
DULUX LEXICON HALF
SET BACK
LEVEL 2
300
RL 109.200 m
TP1: TIMBER PERGOLA
LEVEL 1 CEILING PAINTED DULUX LEXICON HALF
RL 108.900 m
2700
DRIVEWAY
LEVEL 1
RL 106.200 m
2m HIGH TIMBER PAILING EC2: EXTERIOR CLADDING NATURAL STONE OYSTER
ACOUSTIC FENCE UN-PAINTED TUSCAN RUBBLE SUPPLIER SUNSHINE LIVING
SIDE A ELEVATION 3D VIEW A
Scale 1 : 100 Scale
-
POD A POD A.1
APPROVED PLAN
Project Address Drawing Title MCU21/0117 & OPW21/0199 Project Number Sheet Number
NOOSA COUNCIL
5 PEARL ST COOROY
ZEST DESIGN STUDIO
ELEVATIONS 8 NOVEMBER 2021
-
21012 PA.200
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 7
RS: ROOFING IRON
COLORBOND CUSTOM ORB
"SURFMIST"
LEVEL 2 CEILING
RL 111.600 m
BUILDING HEIGHT
EC1: EXTERIOR CLADDING
7444
2400
EC3: EXTERIOR CLADDING AXON SCYON LINEA WEATHERBOARD 150mm
CLADDING 133MM SMOOTH IN PAINTED DULUX TRANQUIL RETREAT
DULUX LEXICON HALF
LEVEL 2
300
RL 109.200 m
TP1: TIMBER PERGOLA PAINTED
LEVEL 1 CEILING DULUX LEXICON HALF
RL 108.900 m
EC2: EXTERIOR CLADDING NATURAL
2700
TP1: TIMBER POST PAINTED STONE OYSTER TUSCAN RUBBLE
DULUX LEXICON HALF SUPPLIER SUNSHINE LIVING
TP1: TIMBER POST PAINTED
LEVEL 1 DULUX LEXICON HALF
RL 106.200 m
A.C UNIT ON GROUND REFER TO SITE SECTIONS FOR
REAR ELEVATION NATURAL GROUND LINES AND
Scale 1 : 100 BUILDING HEIGHT LIMIT
EC1: EXTERIOR CLADDING RS: ROOFING IRON
SCYON LINEA WEATHERBOARD 150mm COLORBOND CUSTOM ORB
PAINTED DULUX TRANQUIL RETREAT "SURFMIST"
GT: 150mm HALF ROUND GUTTER
"SURFMIST"
LEVEL 2 CEILING
RL 111.600 m
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
LEVEL 2
RL 109.200 m
LEVEL 1 CEILING
RL 108.900 m
LEVEL 1
RL 106.200 m
EC3: EXTERIOR CLADDING AXON CLADDING 2m HIGH TIMBER PAILING
133MM SMOOTH IN DULUX LEXICON HALF ACOUSTIC FENCE UN-PAINTED
SIDE B ELEVATION 3D VIEW B
Scale 1 : 100 Scale POD A POD A.1
Project Address Drawing Title Project Number Sheet Number
-
5 PEARL ST COOROY APPROVED PLAN
ZEST DESIGN STUDIO
ELEVATIONS MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
21012 PA.201
Designer (s)
-
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 8
4000 90 3600 190 3400 90 2645 190 3600 90 4000
KEY
TIMBER PAILING
REFER TO SITE -
DIVIDER FENCE 2m
PLAN
HIGH. UN-PAINTED
APPROVED PLAN
FFL. 105.990 m FFL. 105.990 m FFL. 105.990 m MCU21/0117 & OPW21/0199
NOOSA COUNCIL
WB7.8 WB6.4 WB5.8
WB7.7 WB6.3 WB5.7 8 NOVEMBER 2021
LIVING LIVING LIVING -
ALFRESCO ALFRESCO ALFRESCO
3500
3500
WB7.6 WB6.2 WB5.6
DB7.3 DB6.3 DB5.3
PTY
PTY
PTY
DW DW DW
KITCHEN
KITCHEN
KITCHEN
WB7.5
DINING DINING DINING WB5.5
U7 U6 U5
REF
REF
REF
10180
10180
LINEN
LINEN
LINEN
WM WM WM
DR DR DR
WB7.4 WB5.4
GARAGE GARAGE GARAGE
FOYER FOYER FOYER WB5.3
STORAGE
WB7.3
2 STOREY 2 STOREY 2 STOREY
VOID VOID VOID
60/60/60 FIRE RATED WALL
60/60/60 FIRE RATED WALL
WB7.2 WB5.2
DB7.2 WB7.1 WB6.1 DB6.2 WB5.1 DB5.2
PORCH PORCH PORCH
2030
FFL. 106.000 m FFL. 106.000 m FFL. 106.000 m
FFL. 105.990 m DB7.1 DB6.1 DB5.1
FFL. 105.990 m
DB1: HARDWOOD DECKING -
BLACKBUTT 135x32mm
LEVEL 1
OPEN PERGOLA OPEN PERGOLA Scale 1 : 100
OVER. NO ROOF UNIT 7 UNIT 6 UNIT 5 OVER. NO ROOF
POD B
Project Address Drawing Title Project Number Sheet Number
5 PEARL ST COOROY
ZEST DESIGN STUDIO
LEVEL 1 PLAN
21012 PB.100
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 9
KEY 5635 190 6135 190 5635
60/60/60 FIRE
REFER TO SITE RATED WALL -
PLAN APPROVED PLAN
MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
BED 1 -
3500
3455
DECK
DB7.4
60/60/60 FIRE
RATED WALL
WB6.8 WB6.7 WB5.13 WB5.12
ROBE
ROBE ROBE
ENS
ROBE
LIVING
SHELF BED 2
BED 1
WB7.13 BED 2 SHR
ENS
13659
SHR
ENS
SHR SHR
ROBE
LINEN
ENS
10180
10180
WB7.12 ENS WB5.11
SHR
ENS ROBE
ROBE
SHR ROBE
VOID VOID BED 2 VOID
BED 3 BED 1
WB7.11 WB7.10 WB7.9 WB6.5 WB6.6 WB5.9 WB5.10
17739
LEVEL 2
Scale 1 : 100
POD B
Project Address Drawing Title Project Number Sheet Number
5 PEARL ST COOROY
ZEST DESIGN STUDIO
LEVEL 2 PLAN
21012 PB.101
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 10
RS: ROOFING IRON COLORBOND
CUSTOM ORB "SURFMIST"
TIMBER GABLE CAPPING "SURFMIST"
GT: 150mm HALF ROUND GUTTER
"SURFMIST"
LEVEL 2 CEILING
RL 111.400 m
TB1: TIMBER COVER BATTENS
PAINTED DULUX LEXICON HALF
FC: FC SHEETING
PAINTED DULUX TRANQUIL RETREAT
LEVEL 2 EC1: EXTERIOR CLADDING
RL 109.000 m SCYON LINEA WEATHERBOARD 150mm
PAINTED DULUX TRANQUIL RETREAT
LEVEL 1 CEILING
RL 108.700 m
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
ENTRY DOOR PAINTED DULUX MONUMENT
LEVEL 1
RL 106.000 m REFER TO SITE SECTIONS FOR
PANEL LIFT GARAGE DOOR NATURAL GROUND LINES AND
SOUTH ELEVATION "SURFMIST"
BUILDING HEIGHT LIMIT
Scale 1 : 100
RS: ROOFING IRON
COLORBOND CUSTOM ORB
"SURFMIST"
GT: 150mm HALF ROUND GUTTER
"SURFMIST"
LEVEL 2 CEILING
RL 111.400 m
EC1: EXTERIOR CLADDING
SCYON LINEA WEATHERBOARD 150mm
PAINTED DULUX TRANQUIL RETREAT
LEVEL 2
RL 109.000 m
LEVEL 1 CEILING
RL 108.700 m
TC1: TIMBER PAINTED DULUX
LEXICON HALF
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
LEVEL 1
RL 106.000 m
2m HIGH TIMBER PAILING
EAST ELEVATION ACOUSTIC FENCE UN-PAINTED
Perspective
Scale 1 : 100 3D View 1
POD B
Project Address Drawing Title - Project Number Sheet Number
APPROVED PLAN
5 PEARL ST COOROY
ZEST DESIGN STUDIO
ELEVATIONS MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
-
21012 PB.200
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 11
RS: ROOFING IRON COLORBOND
CUSTOM ORB "SURFMIST"
LEVEL 2 CEILING
RL 111.400 m GT: 150mm HALF ROUND GUTTER
"SURFMIST"
BAL: TIMBER BALUSTRADING
PAINTED DULUX LEXICON HALF
LEVEL 2
RL 109.000 m
TC1: TIMBER PAINTED DULUX
LEVEL 1 CEILING LEXICON HALF
RL 108.700 m
EC1: EXTERIOR CLADDING
SCYON LINEA WEATHERBOARD 150mm
PAINTED DULUX TRANQUIL RETREAT
LEVEL 1
RL 106.000 m REFER TO SITE SECTIONS FOR
NATURAL GROUND LINES AND
NORTH ELEVATION BUILDING HEIGHT LIMIT
Scale 1 : 100
GT: 150mm HALF ROUND GUTTER
"SURFMIST"
RS: ROOFING IRON
COLORBOND CUSTOM ORB
"SURFMIST"
LEVEL 2 CEILING
RL 111.400 m
LEVEL 2
RL 109.000 m
LEVEL 1 CEILING
RL 108.700 m
TC1: TIMBER PAINTED DULUX
LEXICON HALF
EC1: EXTERIOR CLADDING
SCYON LINEA WEATHERBOARD
150mm PAINTED DULUX
TRANQUIL RETREAT
2m HIGH TIMBER PAILING LEVEL 1
ACOUSTIC FENCE UN-PAINTED RL 106.000 m
WEST ELEVATION Perspective
Scale 1 : 100 3D View 2
POD B
Project Address Drawing Title - Project Number Sheet Number
APPROVED PLAN
5 PEARL ST COOROY
ZEST DESIGN STUDIO
ELEVATIONS MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
-
21012 PB.201
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
ICB
DA A
Q.B.C.C Lic. No: 1307012
Page 12
KEY 90 6430 190 6430 190 6430 190 7030 90
REFER TO SITE
PLAN TIMBER PAILING
DIVIDER FENCE
ALFRESCO ALFRESCO ALFRESCO 2m HIGH. UN- ALFRESCO
PAINTED
3000
3000
FFL. 105.890 m FFL. 105.890 m FFL. 105.890 m FFL. 105.890 m
DC11.3 WC11.3 WC10.2 DC10.3 DC9.3 WC9.2 WC8.3 DC8.3
REF
REF
REF
REF
PTY
PTY
PTY
KITCHEN
KITCHEN
KITCHEN
KITCHEN
WC8.2
WC11.2
DW
U11 U10 DW DW
U9 U8 DW
PTY
STUDY
STUDY
STUDY
STUDY
10480
10480
MEDIA MEDIA MEDIA MEDIA
720
720
720
720
770 cs 770 cs 770 cs 770 cs
WM WM WM WM
GARAGE GARAGE GARAGE GARAGE
DR DR DR DR
FOYER FOYER FOYER FOYER
2 STOREY 2 STOREY 2 STOREY 2 STOREY
60/60/60 FIRE RATED WALL
VOID VOID VOID VOID
60/60/60 FIRE RATED WALL
60/60/60 FIRE RATED WALL
LINEN
LINEN
LINEN
LINEN
WC11.1 DC11.2 DC10.2 WC10.1 WC9.1 DC9.2 DC8.2 WC8.1
PORCH PORCH PORCH PORCH
2230
2230
FFL. 105.900 m FFL. 105.900 m FFL. 105.900 m FFL. 105.900 m
DC11.1 DC10.1FFL. 105.890 m
FFL. 105.890 m OPEN PERGOLA FFL. 105.890 m DC9.1 DC8.1 FFL. 105.890 m
OPEN PERGOLA OVER. NO ROOF OPEN PERGOLA
OVER. NO ROOF OVER. NO ROOF
DB1: HARDWOOD DECKING -
BLACKBUTT 135x32mm
LEVEL 1
UNIT 11 UNIT 10 UNIT 9 UNIT 8 Scale 1 : 100
POD C
-
Project Address Drawing Title
APPROVED PLAN Project Number Sheet Number
5 PEARL ST COOROY MCU21/0117 & OPW21/0199
ZEST DESIGN STUDIO
LEVEL 1 PLAN NOOSA COUNCIL
8 NOVEMBER 2021
-
21012 PC.100
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
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DA A
Q.B.C.C Lic. No: 1307012
Page 13
KEY
6520 190 6430 190 6430 190 7030 90
REFER TO SITE -
PLAN APPROVED PLAN
MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
-
60/60/60 FIRE 60/60/60 FIRE 60/60/60 FIRE
RATED WALL RATED WALL RATED WALL
WC11.5 WC11.6 WC10.5 WC10.6 WC9.6 WC9.5 WC8.8 WC8.7
WC8.6
ROBE
ROBE
ROBE
ROBE
ROBE
MEDIA
MEDIA
MEDIA
LIVING BED 2 BED 2 LIVING LIVING BED 2 BED 2 BED 3
WC8.5
ENS ENS ENS ENS
U11 U10 U9 U8
LINEN
SHR SHR SHR SHR
10480
10480
SHR SHR SHR SHR
ENS ENS ENS ENS
VOID VOID VOID VOID
ROBE
ROBE
ROBE
ROBE
BED 1 BED 1 BED 1 BED 1
WC9.3
WC10.3
WC11.4 WC10.4 WC9.4 WC8.4
27070
LEVEL 2
Scale 1 : 100
POD C
Project Address Drawing Title Project Number Sheet Number
5 PEARL ST COOROY
ZEST DESIGN STUDIO
LEVEL 2 PLAN
21012 PC.101
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
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Page 14
RS: ROOFING IRON COLORBOND
CUSTOM ORB "SURFMIST"
TIMBER GABLE CAPPING "SURFMIST"
TB1: TIMBER COVER BATTENS
PAINTED DULUX LEXICON HALF
FC: FC SHEETING
LEVEL 2 CEILING
RL 111.300 m PAINTED DULUX TRANQUIL RETREAT
BUILDING HEIGHT
7965
LEVEL 2
RL 108.900 m
EC1: EXTERIOR CLADDING
LEVEL 1 CEILING
RL 108.600 m SCYON LINEA WEATHERBOARD 150mm
PAINTED DULUX TRANQUIL RETREAT
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
ENTRY DOOR PAINTED DULUX MONUMENT
LEVEL 1
RL 105.900 m
PANEL LIFT GARAGE DOOR
SOUTH ELEVATION "SURFMIST"
REFER TO SITE SECTIONS FOR
NATURAL GROUND LINES AND
Scale 1 : 100
BUILDING HEIGHT LIMIT
RS: ROOFING IRON
COLORBOND CUSTOM ORB
"SURFMIST"
GT: 150mm HALF ROUND GUTTER
"SURFMIST"
LEVEL 2 CEILING
RL 111.300 m
LEVEL 2
RL 108.900 m
LEVEL 1 CEILING
RL 108.600 m
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
LEVEL 1
RL 105.900 m
2m HIGH TIMBER PAILING
FENCE UN-PAINTED
EAST ELEVATION
POD C
EC1: EXTERIOR CLADDING
SCYON LINEA WEATHERBOARD 150mm Perspective
Scale 1 : 100 PAINTED DULUX TRANQUIL RETREAT
3D View 1
Project Address Drawing Title Project Number Sheet Number
-
5 PEARL ST COOROY
ZEST DESIGN STUDIO
ELEVATIONS APPROVED PLAN
MCU21/0117 & OPW21/0199
NOOSA COUNCIL
8 NOVEMBER 2021
21012 PC.200
Designer (s)
P | 07 5474 1664 - ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
12/07/2021
Date
Drawn by
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DA A
Q.B.C.C Lic. No: 1307012
Page 15
RS: ROOFING IRON COLORBOND
CUSTOM ORB "SURFMIST"
LEVEL 2 CEILING
RL 111.300 m GT: 150mm HALF ROUND GUTTER
BUILDING HEIGHT
"SURFMIST"
7965
LEVEL 2
RL 108.900 m
EP1: TIMBER PAINTED DULUX
LEVEL 1 CEILING LEXICON HALF
RL 108.600 m
EC1: EXTERIOR CLADDING
SCYON LINEA WEATHERBOARD 150mm
PAINTED DULUX TRANQUIL RETREAT
LEVEL 1
RL 105.900 m
NORTH ELEVATION REFER TO SITE SECTIONS FOR
NATURAL GROUND LINES AND
Scale 1 : 100
BUILDING HEIGHT LIMIT
RS: ROOFING IRON
COLORBOND CUSTOM ORB
"SURFMIST"
GT: 150mm HALF ROUND GUTTER
"SURFMIST"
LEVEL 2 CEILING
RL 111.300 m
600
5003 EC1: EXTERIOR CLADDING
SCYON LINEA WEATHERBOARD 150mm
2000
PAINTED DULUX TRANQUIL RETREAT
1682
LEVEL 2
RL 108.900 m
LEVEL 1 CEILING
RL 108.600 m
PROPERTY BOUNDARY
EP1: TIMBER PAINTED DULUX
LEXICON HALF
TP1: TIMBER POST PAINTED
DULUX LEXICON HALF
LEVEL 1
RL 105.900 m
2m HIGH TIMBER PAILING
FENCE UN-PAINTED
Perspective
WEST ELEVATION
POD C
3D View 3
Scale 1 : 100
-
Project Address Drawing Title APPROVED PLAN Project Number Sheet Number
MCU21/0117 & OPW21/0199
5 PEARL ST COOROY
ZEST DESIGN STUDIO
ELEVATIONS NOOSA COUNCIL
8 NOVEMBER 2021
-
21012 PC.201
Designer (s)
P | 07 5474 1664 ICB
A | 1A/12 Action St, Noosaville, QLD 4566 Phase Issue
E | [email protected] 0 1m 2m 3m 4m 5m
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508 SCALE @A3
1:100
A
Issue
DA SET
Description
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DA A
Q.B.C.C Lic. No: 1307012
Page 16
-
APPROVED PLAN
OP WORKS
THE BELVEDERE ON PEARL MCU21/0117 & OPW21/0199
ISSUE
5 PEARL STREET, COOROY QLD 4562 NOOSA COUNCIL
8 NOVEMBER 2021
CIVIL WORKS -
NOTE: 7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS,
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD
BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PAVEMENTS.
PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR
WORKS TO BE INSPECTED TO THE SATISFACTION OF RECOR. ANY INSPECTIONS REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION
THAT FAIL ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL.
BY THE CONTRACTOR. 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL
a. PRESTART WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE
AND EROSION CONTROL MEASURES UNSUITABLE GROUND PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE,
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES
c. SIDE AND CUT OFF DRAINS NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON SITE BOUNDARY
f. STORMWATER STRUCTURE BASE SLABS THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
g. SEWER RETICULATION WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
h. WATER RETICULATION 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT
i. PAVEMENT SUBGRADE REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO
j. PAVEMENT REINFORCING NOTE COUNCILS ADAC REQUIREMENTS.
k. PAVEMENT PRIOR TO SEALING (PRESEAL) 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT
APPROVALS.
l. RETAINING WALL FOOTING REINFORCING
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL,
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES CONSTRUCTION.
o. PRACTICAL COMPLETION 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION
WORKS COMMENCING ON SITE.
p. ON MAINTENANCE
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
q. OFF MAINTENANCE AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
DEVELOPMENT APPROVAL) PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE OF ANY WORKS ON SITE.
RELEVANT TO THEIR CERTIFICATION SCHEME 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND
GENERAL NOTES BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE
AS DIRECTED.
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY
CONSULTANTS/CONTRACTORS DRAWINGS:
LOCALITY PLAN
SETOUT THE WORKS.
SURVEYOR: SKYLINE SURVEYORS NOT TO SCALE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE ARCHITECT: ZEST BUILDING GROUP
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED HYDRAULICS: PLUMBING DESIGN & DRAFTING
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. 03/11/21 UPDATED DETAILS - MVP
STRUCTURAL: RECOR
02/07/21 ISSUED FOR OP WORKS - MVP
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF LANDSCAPE: ZEST BUILDING DESIGN DATE REVISION MARK CHK
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: PROJECT ENGINEER
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH THE FOLLOWING
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE LOCAL AUTHORITY APPROVALS: T.B.A
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW
ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY APPROVALS BY COUNCIL.
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. E [email protected]
23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING A 37 MARY ST NOOSAVILLE, QLD
PROPOSED WORKS. BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD P +61 7 5211 1003
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND RESERVE, PARKS/OPENSPACE, EASEMENTS. CLIENT
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN
24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
4CD DEVELOPMENTS
CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO
IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN PROJECT
DIRECTION PRIOR TO COMMENCING CIVIL WORKS. ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND
CONSTRUCTION CODE (2013).
THE BELVEDERE ON PEARL
5 PEARL STREET, COOROY
TITLE
COVER SHEET AND
LOCALITY PLAN
PROJECT NO. DRAWING NO. STATUS
21011 C01 OPW
DRAWN DESIGNED SCALE ISSUE
MVP BRP 1:200 B
Page 17
OP WORKS
ISSUE
NOTE:
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. LEGEND
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS FIRE HYDRANT
SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE SIGN
CONTRACT. PALM TREE
TREE
3. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE PRIOR TO
WATER METER
COMMENCEMENT OF WORKS.
SURVEY STN
4. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS PERMANENT SURVEY MARK
COMMENCING ON SITE. POWER POLE
5. SERVICES ON NEIGHBOURS DEVELOPMENTS SHOWN AS EXISTING AS ASSUMED WILL BE STREET LIGHT
CONSTRUCTED PRIOR TO COMMENCEMENT OF WORKS. ELECTRICITY MARKER
ELECTRICITY PILLAR
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND REMOVED TELECOMMUNICATIONS MARKER
FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY OTHERS) OR GAS LINE MARKER
IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER. REFER VEGETATION CLEARING PERMIT WATER LINE MARKER
FOR DETAILS. EXISTING POWER CONNECTION TO BE STORMWATER M/H
REMOVED. REMOVAL AND ANY WATER VALVE
7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE SEWER MANHOLE
REPLACEMENT REQUIRED TO BE ARRANGED
ARRANGEMENTS TO HAVE DISCONNECTED. TRAFFIC LIGHTS
BY SITE SUPERINTEND
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE TRAFFIC SIGNAL CONTROL BOX
CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS TELSTRA PIT
CAN COMMENCE. STORM WATER
EXISTING BUILDING TO
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND SEWER MAIN
BE DEMOLISHED AND
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. REMOVED OFFSITE GAS MAIN
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND SERVICES WATER MAIN
WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
COMMUNICATION CABLES
TELSTRA CONDUIT
ELECTRICITY
NOTE: SITE BOUNDARY
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO EXISTING BUILDING TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE EXISTING DRIVEWAY
TO BE DEMOLISHED BE DEMOLISHED AND
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN REMOVED OFFSITE
ACCORDANCE WITH RELEVANT SERVICE PROVIDER
SPECIFICATIONS AND STANDARD DETAILS
EXISTING DRIVEWAY TO
BE DEMOLISHED AND EXISTING BUILDING TO
AREA MADE GOOD BE DEMOLISHED AND EXISTING WATER TANLK
REMOVED OFFSITE TO BE DEMOLISHED
AND
REMOVED OFFSITE
EXISTING POWER CONNECTION TO BE
REMOVED. REMOVAL AND ANY
REPLACEMENT REQUIRED TO BE ARRANGED
BY SITE SUPERINTENDENT
03/11/21 UPDATED DETAILS - MVP
02/07/21 ISSUED FOR OP WORKS - MVP
DATE REVISION MARK CHK
EXISTING DRIVEWAY TO BE PROJECT ENGINEER
DEMOLISHED AND REPLACED
WITH NEW FULL SITE
FRONTAGE. REFER TO DWG
C30 FOR DETAILS
E [email protected]
A 37 MARY ST NOOSAVILLE, QLD
P +61 7 5211 1003
CLIENT
4CD DEVELOPMENTS
PROJECT
THE BELVEDERE ON PEARL
- 5 PEARL STREET, COOROY
APPROVED PLAN
MCU21/0117 & OPW21/0199 TITLE
NOOSA COUNCIL EXISTING FEATURES
8 NOVEMBER 2021 LAYOUT PLAN
-
PROJECT NO. DRAWING NO. STATUS
21011 C02 OPW
DRAWN DESIGNED SCALE ISSUE
MVP BRP 1:200 B
Page 18
EARTHWORKS NOTES OP WORKS
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND ISSUE
VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM
OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND
STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
REMOVE FROM SITE.
LEGEND
3. WHERE SITE TOPSOIL IS TO BE RESPREAD ON SITE, CONTRACTOR TO
ALLOW TO SCREEN THE TOPSOIL OF ALL UNSUITABLE AND OVERSIZED PROPOSED 1m MAX. HEIGHT
MATERIAL. ALL UNSUITABLE MATERIAL GENERATED FROM SCREENING TO BE RETAINING WALL
REMOVED FROM SITE AT CONTRACTORS EXPENSE.
FINISHED SURFACE LEVEL
4. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH ROCK
EXCAVATION WITHIN CONTRACT RATES. PROPOSED CUT
5. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A EARTHWORKS
MINIMUM 98% STANDARD MAXIMUM DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT
SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND PROPOSED FILL EARTHWORKS
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE
ABOVE COMPACTION REQUIREMENTS.
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED
WHERE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED
GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
ORGANIC MATTER AND STONES GREATER THAN 150mm AND CAPABLE OF
BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD.
THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8%
AND A MINIMUM C.B.R. OF 10%.
7. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN
CUT.
8. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
OF RETAINING WALL COLOUR AND FINISH.
9. ALL RETAINING WALL STRUCTURAL DESIGN AND CONSTRUCTION
CERTIFICATION BY MANUFACTURER / INSTALLER.
10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL
ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798.
THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM
150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
98% STANDARD MAXIMUM DRY DENSITY (AS 1289 5.1.1) IN LAYERS NOT
EXCEEDING 150MM COMPACTED THICKNESS.
12. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
13. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH
THE PROJECT SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS.
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
ACCORDANCE WITH LANDSCAPE DRAWINGS.
15. FINISHED EARTHWORKS SURFACES TO BE STABILISED
16. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
CONTENT.
17. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
18. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
MANAGEMENT PLANS.
19. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE
INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC.
20. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
AUSTRALIAN STANDARDS AND LEGISLATION.
21. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON
UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS
ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL
TO RESTRICT DUST MOVEMENT.
22. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
CONFIRMATION THAT WORKS CAN COMMENCE.
23. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED
BY GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL
KEYING/STEPPING AS REQUIRED.
24. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND
APPROVED BY GEOTECHNICAL ENGINEER. CERTIFICATION OF LONG TERM
STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO
PRACTICAL COMPLETION.
25. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL
CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE
SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL
FAILURES.
26. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE
OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS 03/11/21 UPDATE DETAILS - MVP
SURFACE.
02/07/21 ISSUED FOR OP WORKS - MVP
27. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE
OF 100mm TOPSOIL LAYER. DATE REVISION MARK CHK
28. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL PROJECT ENGINEER
INVESTIGATION REPORT. IT IS RECOMMENDED THAT THE GEOTECHNICAL
CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
EARTHWORKS COMMENCING.
29. WHERE NOMINATED ON THE PROJECT DRAWINGS, PRELOADING IS TO
OCCUR IN ACCORDANCE WITH THE PROJECT DRAWINGS, PROJECT
SPECIFICATION AND GEOTECHNICAL REPORT. CONTRACTOR TO ALLOW FOR
THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
THE PRELOADING OPERATIONS. CONTRACTOR TO ALLOW TO INSTALL
SETTLEMENT PLATES AT LOCATIONS NOMINATED BY THE GEOTECHNICAL
ENGINEER AND ALLOW FOR WEEKLY MONITORING AND REPORTING BY
SURVEY. PRELOAD IS NOT TO BE REMOVED UNTIL DIRECTED BY THE E [email protected]
SUPERINTENDENT. A 37 MARY ST NOOSAVILLE, QLD
30. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
P +61 7 5211 1003
CLIENT
4CD DEVELOPMENTS
PROJECT
THE BELVEDERE ON PEARL
5 PEARL STREET, COOROY
-
APPROVED PLAN TITLE
MCU21/0117 & OPW21/0199 SITE EARTHWORKS PLAN
NOOSA COUNCIL
8 NOVEMBER 2021
-
PROJECT NO. DRAWING NO. STATUS
21011 C20 OPW
DRAWN DESIGNED SCALE ISSUE
MVP BRP 1:200 B
Page 19
OP WORKS
ISSUE
LEGEND
PROVIDE 2X5,000L SLIMLINE 600x600 GRATED
RAINWATER ATTENUATION TANKS INLET SL: 105.93 DRAINAGE PIPE
(2.5KL ATTENUATION, 2.5KL REUSE) AS CLASS B GRATED LID FIELD INLET PIT
PER DETAIL B. OVERFLOWS TO PIT
LITTER BASKET. JUNCTION PIT
225mm FRC PIPE 1 ATTENUATION TANK
PROVIDE 5,000L SLIMLINE RAINWATER
USIL: 105.39 C
ATTENUATION TANK (2.5KL
ATTENUATION, 2.5KL REUSE) AS PER DSIL: 104.98 1
A SW PIT ID
DETAIL B. OVERFLOWS DIRECTED TO LENGTH: 15.64M 375mm FRC PIPE
GRADE: 2.6% 12.5m² BIORETENTION AREA.
BIOGARDEN USIL: 104.82 400MM FILTER MEDIA
1050Ø JUNCTION PIT DSIL: 104.74 100MM EXTENDED DETENTION DEPTH BIORETENTION AREA
WITH TRAFFICABLE LENGTH: 14.65m
CONTRACTOR TO LOCATE 600x900 GRATED REFER TO DETAIL A.
12.5m² BIORETENTION AREA. LOCKABLE LID GRADE: 0.55%
EXISTING SEWER CONNECTION INLET SL: 105.92 EXISTING ROAD
400MM FILTER MEDIA SL: 105.84
FROM ADJACENT LOT ON SITE CLASS B GRATED LID
100MM EXTENDED DETENTION DEPTH EXISTING 225 SEWER UNDER
REFER TO DETAIL A. APPROX IL 104.05 PROPOSED 2.0m WIDE
CONTRACTOR TO CONFIRM DEPTH ONSITE FOOTPATH
1
A 4 PROPOSED TYPE 'A'
A 600x600 GRATED DRIVEWAY CROSSOVER
INLET SL: 105.60 VERGE TURFED AREA. REFER
CLASS B GRATED LID ARCHITECTS PLANS.
3
2 A
A TURF BLOCK PARKING AREA TO
ARCHITECTURAL SPECIFICATION
DESIGN SPOT HEIGHT
225mm FRC PIPE 300mm FRC PIPE PROVIDE 5,000L SLIMLINE RAINWATER
600x600 GRATED
USIL: 105.10 USIL: 104.90 ATTENUATION TANK (2.5KL ASPHALT DRIVEWAY
INLET SL: 105.70 225mm FRC PIPE
DSIL: 104.92 DSIL: 104.84 ATTENUATION, 2.5KL REUSE) AS PER CONCRETE EDGED
CLASS B GRATED LID USIL: 105.32
LENGTH: 31.71m LENGTH: 10.67m DETAIL B. OVERFLOWS DIRECTED TO 250mm COMPACTED ROADBASE
GRADE: 0.57% GRADE: 0.56% DSIL: 104.91 BIOGARDEN 30mm AC14 WEARING COURSE
LENGTH: 10.40m
TURF BLOCK PARKING AREA TO GRADE: 4.0%
SJ SAW-CUT JOINT
ARCHITECTURAL SPECIFICATION
1
1 B EJ EXPANSION JOINT
D
600x900 GRATED
INLET SL: 106.07 450mm FRC PIPE CJ CONTROL JOINT
CLASS C GRATED LID USIL: 104.72
DSIL: 104.52
225mm FRC PIPE LENGTH: 27.75m
600X600 GRATED GRADE: 0.72%
USIL: 105.20
INLET SL: 105.97
DSIL: 105.04
GRATED LID
LENGTH: 11.06m RETAINING WALL TO STRUCTURAL
GRADE: 1.45% ENGINEERS SPECIFICATION
5 BREAK INTO EXISTING
RETAINING WALL TO STRUCTURAL 2 A 1050Ø JUNCTION PIT STORMWATER, CONNECT AND
ENGINEERS SPECIFICATION D WITH LOCKABLE LID MAKE GOOD
EXISTING PROPERTY ACCESS TO BE
SL: 106.0 I.L.: 103.17
225mm FRC PIPE DEMOLISHED AND REPLACED WITH NEW
USIL: 105.02 FOOTPATH, TURF, KERB & CHANNEL FOR
DSIL: 104.94 FULL SITE FRONTAGE. BATTER TO MAKE
SMOOTH JOIN TO EXISTING LEVELS. CONTRACTOR TO LOCATE
LENGTH: 27.62m
LOCALLY GRADE TOWARDS INLET PITS WATER MAIN ON SITE AND
GRADE: 1.6%
ENSURE CLEAR OF WORKS
CONTRACTOR TO LOCATE
WATER MAIN ON SITE AND
ENSURE CLEAR OF WORKS
ACO GRATED DRAIN K2-00 /
KS2-00 OR SIMILAR. 150Ø
SJ 300X300 INLET PIT WITH 150Ø
OUTLET
uPVC CONNECTION TO INLET
EJ EJ PIT. GRADE SURFACE TO
DRAIN LOCALLY TOWARDS PIT REPLACE ALL DISTURBED
2m WIDE FOOTPATH IN
AREAS IN KIND AND MAKE
ACCORDANCE WITH IPWEA 1
CJ 450mm RCP PIPE SMOOTH JOIN WITH EXISTING
STANDARD DWG RS-065. MATCH E
TO EXISTING LEVELS AT ENDS. USIL: 104.50 450mm RCP PIPE
2 DSIL: 104.30
E USIL: 103.30
LENGTH: 15.62m DSIL: 103.21
3 GRADE: 1.28% LENGTH: 16.77m
600x600 GRATED 4
INLET SL: 106.98 E E GRADE: 0.54%
CLASS D GRATED LID TYPE A DRIVEWAY ENTRY PROVIDE KERB IN 03/11/21 GRAVITY DRAINAGE - BRP
IN ACCORDANCE WITH LINE PIT AS PER NSC 1050Ø JUNCTION PIT WITH
450mm RCP PIPE 06/10/21 REVERT TO ORIGINAL LAYOUT - MVP
IPWEA STANDARD DWG STD DWG DS-068 CLASS D TRAFFICABLE
375mm RCP PIPE CLASS D GRATED LID USIL: 103.66 17/08/21 UPDATE FOR RFI - MVP
RS-051 AND DETAIL E. LOCKABLE LID & STEP IRONS 1050Ø JUNCTION PIT WITH
USIL: 106.16 INLET SL: 106.50 SL: 106.59 DSIL: 103.32 CLASS D TRAFFICABLE 02/07/21 ISSUED FOR OPW - MVP
DSIL: 104.29 STORMWATER TRENCH WITHIN LENGTH: 49.8m LOCKABLE LID & STEP IRONS DATE REVISION MARK CHK
LENGTH: 29.59m ROAD AS PER DETAIL D. GRADE: 0.68% SL: 105.91
REMOVE EXISTING CULVERTS PROJECT ENGINEER
NOTE: RAINWATER REUSE/ATTENUATION TANKS TO BE GRADE: 6.3% PROVIDE M1 KERB AS PER IPWEA AND HEADWALLS
INSTALLED AS PER MANUFACTURERS SPECIFICATION AND STANDARD DWG RS-080. SAW CUT
AS PER DETAIL B. ROOF DRAINAGE TO BE FITTED WITH INTO EXISTING AND MAKE SMOOTH
FIRST FLUSH DIVERTERS TO ON-SITE IRRIGATION. TANKS JOIN. REFER DETAIL C.
TO BE PLUMBED FOR INTERNAL AND EXTERNAL REUSE.
ROADWORKS AND DRAINAGE NOTES ADJACENT TO THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF PAVEMENT. E [email protected]
19. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011. A 37 MARY ST NOOSAVILLE, QLD
20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE
MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
P +61 7 5211 1003
IN ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT 21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS. CLIENT
AUSTRALIAN STANDARDS. 22. ECOSOL LITTER BASKETS (200um filter) OR SIMILAR TO BE PROVIDED TO STORMWATER INLET PITS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
4. DRAINAGE PITS TO BE PROVIDED WITH Ø150 STUB FOR FUTURE HYDRAULIC CONNECTION TO BE MINIMUM 50mm ABOVE INVERT OF PIT. 23. GRADE LANDSCAPED AND VEGETATED AREAS LOCALLY TOWARDS DRAINAGE.
24. DIRECTIONAL DRILLING TO BE UNDERTAKEN BY SUITABLY QUALIFIED CONTRACTOR. INTERNAL WELDS BEADS ON HDPE PIPE TO BE TRIMMED TO ENSURE SMOOTH FLOW.
4CD DEVELOPMENTS
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS 2 OR 3 R.C. RUBBER RING JOINTED
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. PROJECT
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. STANDARD SIGNS AND LINE MARKING NOTES THE BELVEDERE ON PEARL
9. ALL PRECAST END STRUCTURES TO BE CONSTRUCTED WITH REINFORCED CONCRETE END WALL. 1. GENERAL
10. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 5 PEARL STREET, COOROY
11. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO 2. SIGNS
LAYING OF PIPES. 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY (AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE TITLE
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD SUBGRADE LEVEL. MOUNTABLE KERB 500 FROM FACE OF KERB.
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
13.
14.
ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS. NORMAL TO APPROACHING HEADLIGHT. ROADWORKS AND
3. SIGN SUPPORTS
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE. DRAINAGE LAYOUT PLAN
STRUCTURE TO BE CONSTRUCTED TO. 4. LINEMARKING
16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. -
17.
LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
APPROVED PLAN PROJECT NO. DRAWING NO. STATUS
FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
BY REMOVING AND REPLACING AT THEIR COST. MCU21/0117 & OPW21/0199 21011 C30 OPW
18. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING
LANE WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE NOOSA COUNCIL DRAWN DESIGNED SCALE ISSUE
8 NOVEMBER 2021 MVP BRP 1:200 D
-
The text continues on page 20.
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