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6 Bottlebrush Avenue -Noosa central. Minor change application design docs issue 1 291124
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
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NOOSA JUNCTION
FLEXURE Pty Ltd USE FIGURED DIMENSIONS. ISSUE AMMENDMENT Title
CLIENT
THE BODY CORPORATE OF NOOSA CENTRAL DO NOT SCALE FROM THE date details
LOCATION
DRAWINGS. CONFIRM ALL 29.11.24 additional information - blue Date
GRANT CALDER ARCHITECTURE AND URBAN DESIGN DIMENSIONS ON SITE PRIOR clouded 11 October 2024
TO CONSTRUCTION OR
FABRICATION. IT REMAINS Scale
PROJECT NOOSA CENTRAL STAGE 2, 6 Bottlebrush Avenuen Noosa Junction THE CONTRACTORS
RESPONSIBILITY TO ENSURE Drawn Grant Calder
21 Bursaria Street Peregian Beach
ph: 0488 084 184 - ALTERATIONS AND IMPROVEMENTS - SCHEMATIC DESIGN COMPLIANCE WITH ALL
RELEVANT CODES AND
email - [email protected] REGULATIONS IS Checked Grant Calder
Registered Architect- BOAQ 3112 MAINTAINED AT ALL TIMES.
Drawing No GC 138 SD 01 Issue - 1
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Full text of sections 2 to 8 (of 10)
Section 2
4 3 2 1
Exit
Exit
43 CAR SPACES
Exit
Exit
TBC
WC
BIKES PWD
parking shr wc
This drawing is the basement plan from the original approved DA
There are no changes to the basment level - the parking number remains at 43 and
is consistent with the approved DA
4 3 2 1
0 2000mm 5000mm 10000mm
FLEXURE Pty Ltd USE FIGURED DIMENSIONS. ISSUE AMMENDMENT Title
CLIENT
THE BODY CORPORATE OF NOOSA CENTRAL DO NOT SCALE FROM THE date details
PLAN BASEMENT
DRAWINGS. CONFIRM ALL 29.11.24 additional information - blue Date
GRANT CALDER ARCHITECTURE AND URBAN DESIGN DIMENSIONS ON SITE PRIOR clouded 11 October 2024
TO CONSTRUCTION OR
FABRICATION. IT REMAINS Scale
PROJECT NOOSA CENTRAL STAGE 2, 6 Bottlebrush Avenuen Noosa Junction THE CONTRACTORS
RESPONSIBILITY TO ENSURE Drawn Grant Calder
21 Bursaria Street Peregian Beach
ph: 0488 084 184 - ALTERATIONS AND IMPROVEMENTS - SCHEMATIC DESIGN COMPLIANCE WITH ALL
RELEVANT CODES AND
email - [email protected] REGULATIONS IS Checked Grant Calder
Registered Architect- BOAQ 3112 MAINTAINED AT ALL TIMES.
Drawing No GC 138 SD 02 Issue - 1
Section 3
Remove timber pergola, aluminium balustrade,
4 3 2 1
zincalume roof and gutter, gate and lattice
screens
Exit
Exit
Exit
Exit
Exit
62 63
loading bay
Existing driveway and car park
44 redesignate current
remove equitable car equitable car park to
equitable car park
park standard car park, no
previous approval
45 change to set out or
remove car park 55 for new works - re-number car parks dimensions
48 49 50 51 52 53 54 55 56 57 58 59 60 61
46
4 3 2 1
47
works subject to Minor change
Boundary
application shown red dashed
Basement car park numbers - 43 remove existing non-
ground level 20 including loading Bay,
remove all existing elements shown dashed remove existing non-
Bottelbrush Avenue Total - 63 including 1 loading Bay. This provides a surplus
compliant stair
remove trees shown dashed
compliant ramp and
of 2 spaces over condition 15 of Development approval timber retaining wall
DNA 184 - 10 September 1990
PLAN GROUND EXISTING AND,
FLEXURE Pty Ltd CLIENT USE FIGURED DIMENSIONS. ISSUE AMMENDMENT Title
THE BODY CORPORATE OF NOOSA CENTRAL DO NOT SCALE FROM THE date details DEMOLITION
DRAWINGS. CONFIRM ALL 29.11.24 additional information - blue Date
GRANT CALDER ARCHITECTURE AND URBAN DESIGN DIMENSIONS ON SITE PRIOR clouded 11 October 2024
TO CONSTRUCTION OR
FABRICATION. IT REMAINS Scale
PROJECT NOOSA CENTRAL STAGE 2, 6 Bottlebrush Avenuen Noosa Junction THE CONTRACTORS
RESPONSIBILITY TO ENSURE Drawn Grant Calder
21 Bursaria Street Peregian Beach
ph: 0488 084 184 - ALTERATIONS AND IMPROVEMENTS - SCHEMATIC DESIGN COMPLIANCE WITH ALL
RELEVANT CODES AND
email - [email protected] REGULATIONS IS Checked Grant Calder
Registered Architect- BOAQ 3112 MAINTAINED AT ALL TIMES.
Drawing No GC 138 SD 03 Issue - 1
Section 4
NOTES
external paving P5 slip rating, external fully vitrified tile
p
ground floor 400X400 format
external paving 1st P5 slip rating, external fully vitrified tile
p2
4 3 2 1 floor 400X400 format
bal 1 balustrade 40X40 Al. SHS powdercoat
balustrade new
bal 2 framless glass, sid fixed to concrete faci
balcony and stair
Delta Panel colorbond surf mist
RF New roof corrugate to both sides. depth suitable
replace existing doors to spans as described
Altura Platinum Diamond supplied by
lift New lift direct lifts, contact Adrian Corr - 0403
Exit 400 851
no change required to podium slab for
lift. lift sits on top of slab and paving is
graded to entry.
new bitumen rd scabble back existing and repair,
rd
surface provide new 50mm bitumen surface
prepare and paint all external walls
paint all existing
and exposed flashings, etc - 2 coats
external walls
external grade paint - white TBS
Remove trees for new ramp and stair
upgrade all soft scape area - external
works refer demolition plan. Provide
to building footprint. remove all weeds
new trees to replace. Upgrade all soft
and unhealthy plants, provide new
ld landscape works scape area - external to building
sleected native ground cover to all
ld landscape works footprint. remove all weeds and
areas, provide new 300 deep weed free
unhealthy plants, provide new selected
top soil and 100 deep hoop pine mulch.
New stair, concrete with tile treads and p native ground cover to all areas,
provide new 300 deep weed free top
facia, frameless glass balustrade - facia soil and 100 deep hoop pine mulch.
fixed , stainless steel handrails. Exit
rd
timber
seats
p Timber seat, (spotted
gum) Aluminium frame. p
New frameless glass 150 rendered block
doors Timber seat, (spotted planter, drain to SW
grade paving to 35mm timber gum) Aluminium frame.
p sign Exit
below floor level seats structural line below -
2800 Exit
Exit sign basement
p p
new aluminium gate New paving p structural line below -
61
basement
rd
44
24
00
rd rd
4200mm
Loading bay replace existing concrete kerb with new Raised Pedestrian crossing.
24
New powdercoated aluminium fixed
m
00
concrete kerb, provide re graded and new
m
New car park and shared louvre sunshades
m
asphalt topping to car park area to AS 2890.6
m
45
requirements, SS bollard
m
48 49 50 51 52 53 0m 54 55 56 57 58 59 60
0
46 54
4 3 2 1
47 works subject to Minor change
Boundary
p application shown red dashed
3100mm
2493 mm
ramp p
stair ramp
existing public footpath 15.0m
4800mm
Basement car park numbers - 43
Total car park numbers after proposed adjustments to be New ramp and stair to comply with AS1428.1 2021 - remove existing
61 including 1 loading Bay. This conforms to condition 15
Bottelbrush Avenue trees and vegetation, remove existing concrete ramp and handrail.
of Development approval DNA 184 - 10 September 1990 Provide new complying concrete stair and ramp with non slip tile and
Aluminium balustrades. 0 2000mm 5000mm 10000mm
FLEXURE Pty Ltd USE FIGURED DIMENSIONS. ISSUE AMMENDMENT Title
CLIENT
THE BODY CORPORATE OF NOOSA CENTRAL DO NOT SCALE FROM THE date details
PLAN G NEW
DRAWINGS. CONFIRM ALL 29.11.24 additional information - blue Date
GRANT CALDER ARCHITECTURE AND URBAN DESIGN DIMENSIONS ON SITE PRIOR clouded 11 October 2024
TO CONSTRUCTION OR
FABRICATION. IT REMAINS Scale
PROJECT NOOSA CENTRAL STAGE 2, 6 Bottlebrush Avenuen Noosa Junction THE CONTRACTORS
RESPONSIBILITY TO ENSURE Drawn Grant Calder
21 Bursaria Street Peregian Beach
ph: 0488 084 184 - ALTERATIONS AND IMPROVEMENTS - SCHEMATIC DESIGN COMPLIANCE WITH ALL
RELEVANT CODES AND
email - [email protected] REGULATIONS IS Checked Grant Calder
Registered Architect- BOAQ 3112 MAINTAINED AT ALL TIMES.
Drawing No GC 138 SD 04 Issue - 1
Section 5
Proposed zone for new stair and ramp Existing Car park and driveway
Existing Footpath
Bottlebrush Avenue
Property Boundary
SECTION 1
1:100 at A3
Existing ramp - non compliant Existing ramp - non compliant Existing stair - non compliant Existing stair - non compliant
SECTIONS - EXIST, DEMOLITION
FLEXURE Pty Ltd CLIENT USE FIGURED DIMENSIONS. ISSUE AMMENDMENT Title
THE BODY CORPORATE OF NOOSA CENTRAL DO NOT SCALE FROM THE date details
DRAWINGS. CONFIRM ALL 29.11.24 additional information - blue Date
GRANT CALDER ARCHITECTURE AND URBAN DESIGN DIMENSIONS ON SITE PRIOR clouded 11 October 2024
TO CONSTRUCTION OR
FABRICATION. IT REMAINS Scale
PROJECT NOOSA CENTRAL STAGE 2, 6 Bottlebrush Avenuen Noosa Junction THE CONTRACTORS
RESPONSIBILITY TO ENSURE Drawn Grant Calder
21 Bursaria Street Peregian Beach
ph: 0488 084 184 - ALTERATIONS AND IMPROVEMENTS - SCHEMATIC DESIGN COMPLIANCE WITH ALL
RELEVANT CODES AND
email - [email protected] REGULATIONS IS Checked Grant Calder
Registered Architect- BOAQ 3112 MAINTAINED AT ALL TIMES.
Drawing No GC 138 SD 05 Issue - 1
Section 6
drain
NOTE :
SW
REMOVE LID FROM EXISTING
EXISTING CARPARK LEVELS ARE TO FIELD PIT AND SEAL WITH A
REMAIN. ALL NEW WORK IS TO BE COVER PRIOR TO POURING
24 . 5
SW
BLENDED SMOOTHLY TO THE NEW SLAB. ENSURE EXISTING
0
EXISTING WORK AND MADE GOOD. PIPE IS PROTECTED DURING
WORKS.
SW
0
26 . 0
50
NEW 600 x 600 FIELD NEW ASPHALT RAMP TO
SW
.
25
PIT CONSTRUCTED CONCRETE CROSSING.
OVER EXISTING Ø375 NEW CONCRETE
SW
R.C. PIPE CROSSING TO MATCH
SL 27.260 EXISTING CONCRETE
IL 26.300 (IN) FORECOURT LEVELS.
SW
2 0 IL 26.250 (OUT)
.2
27 INVERTS TO BE
G
CHECKED ON SITE IN EL
SW
05 ST EV
1:40 MAX. ACROSS
ONCE EXISTING PIPE 0 .4 26 .50 I
80 42 NEW ASPHALT RAMP TO
27
PARKING BAY
EQUITABLE
.2 27
. 27 EX E L
.3
HAS BEEN UNCOVERED CONCRETE CROSSING.
27 CH RET G
90
SW
27
0
27
20 21 T IN L
.3
. 25 7. A
M ONC IST VE
27
27
35
.2 2 E
27
.4
.2
C X
E EL
SW
0 27 . 00
27
00
6
3
27
27
0
5 80 H T
27
in .2 5 1:40 MAX. ACROSS
27
27
.2
ra 2 2 C E
27
.3
.2
.2 .2 .2 EQUITABLE
AT R
.2
70
.3
D
.3
27 27
90
27 M ONC
00
WALKWAY IN EACH
00
27 ng NEW ASPHALT SURFACE
80
20
i DIRECTION PLUS A
SW
. 50 ist
NEW KERB B2.
MINIMUM OF 600mm
Ex EACH SIDE OF C
NEW ASPHALT SURFACE NEW ASPHALT SURFACE 27 G
60
WALKWAY.TYPICAL
. 25
.1 0 IN EL
27
0 ST EV
SW
27
27 19 EXISTING Ø375 .2
1 60 5 60 EXISTING Ø450 I
7. EXISTING Ø375 .3 34 t
.2
20 .2 Pi
.3
50 Pi
t
27 27 27. 27 Pi
t EX E L
60
50 .2 2 R.C. PIPE
60
R.C. PIPE d
.6 .2 27 0 eld
R.C. PIPE
el
d
Fi
el 20 CH RET
27 .4
SW SW SW SW
Fi
SW SW SW
27 21 Fi
SW
SW SW SW
SW SW SW SW SW SW SW SW SW
g SW 7 T
7. ing 6 ) g
50 t in 12 n) B B2
. 2 A
M ONC
27
2 in 2 ) is . (i t) KER 27 . 50
ist .1 (in t) NEW CONCRETE ist .1 (in t) .1 Ex L 27 .92 (ou
.3
Ex L 27 .43 (ou Ex L 27 .03 (ou NEW C
CROSSING. ENSURE 27
7
S 25 .87
SW
0
. S 26 .37 S 26 .98
SURFACE FALLS AWAY IL 25
B2 IL 26 1:40 MAX. ACROSS
IL 25 IL
NEW KERB B2.
NEW
27 B IL FROM BUILDING LINE EQUITABLE
IL
. 75 ER
PARKING BAY IN
transformer
00
SW
TOWARDS FIELD PITS.
27
40 W K EACH DIRECTION.
27 . 75
27
0
.3 .3 30
TYPICAL
40 40 00 00 Section 7
00
.4
KER
.3
27
E 27 . .3 .3 3
55
N 27 .4 .3 7.
95
27 27 27 27 2 28 . 00
27
B B2
SW
27
00
.4
.4 27.5
0 NEW KERB B2. .4
90
95 NEW KERB B2.
90
27
.
27
2 7.
.9
SW
00
28
RAMP DOWN RAMP DOWN
00
DOWN
.2
28 NEW KERB B2. L . r 1:14 MAX. 1:14 MAX.
G L
. 25 NG E28 00 ING EL NG EL te IN VE
50
SW
TI V wa ain
28
28
IS LE T V TI V ST LE
IS LE IS LE I
.1
RAMP DOWN RAMP DOWN
. DOWN
EX ER
50 X X m
R X
40
E E R E ER
1:14 MAX. 1:14 MAX.
H OVT E H VTE
T T T T
CHT SOV T
28
T T
SW
T
CHT SOV T
T T T T T T T
T T
TC
T T T
TC SSO
T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T
T T
AT SS
.6
T A
A A
M ROS M ROS
0
M RO M RO 0
0
C E . 00 E CE
SW
E E E C E E C E E E E E E E E E E E E E E E E E E E E E E E E E E
29
E E E E E E E E E E E E E E E E E E E E E E E E
SW SW
SW
t pit
EXISTING STREET PARKING SPACES pi
SW
SW
SW
SW
SW
H
M .77
SW L 28
SW
SW
NEW PEDESTRIAN STAIRS. NEW PEDESTRIAN RAMP.
H
M .98 REFER TO SHEETS S09 AND S10 REFER TO SHEETS S09 AND S10 S H
M .74
SW L 28 BOTTLEBRUSH AVENUE SW
SW L 28
SW
S
S
SW SW SW SW
SW SW SW
SW SW SW
SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW
SW SW SW SW SW SW
H
M .82
SW SW SW SW SW SW
SW
SW L 28
SW
NOTE : S ke
r
THERE IS A POTENTIAL CLASH in
w
re
WITH SERVICES. RE-LOCATE (sc
CARPARK REMEDIATION PLAN EXISTING TELECOMMUNICATION M
1:200 UNREDUCED AT A3 LINES AS REQUIRED BY OTHERS. TB
1:100 UNREDUCED AT A1
KEY :
NOMINAL LINE
45mm
NEW CONCRETE CROSSING. REFER
PLAN ON S09 AND DETAIL ON S10. ROAD ASPHALT TYPE DG14 MINIMUM COMPACTED DEPTH 45mm ON
KERB
SW SW SW EXISTING STORMWATER HOT BITUMEN PRIME [email protected] l /m2.
** RADIUS = 20mm PRE-SEAL INSPECTION
125mm#
DESIGN DEPTH#
40 DEEP LIFT ASPHALT PAVEMENT TO T T T EXISTING TELSTRA EXISTING BASE COURSE: UNBOUND PAVEMENT TYPE 2.1. (CBR 60).
150 110 300 MIN. SETOUT POINT
FORM NEW RAMP TO CONCRETE MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% RDD.
CROSSING. DEPTH TO SUIT. TO BE REPLACED ONLY AS REQUIRED
NEW ASPHALT E E E EXISTING ELECTRICITY
**
WORK WHERE REQUIRED.
MAKE GOOD TO EXISTING
ASPHALT PAVEMENT.
150
125mm#
X EXISTING SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4. (CBR 35)
XX EXISTING WATER MAIN MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% RDD.
275
. DENOTES FINISHED SURFACE LEVEL W W W
XX TO BE REPLACED ONLY AS REQUIRED
EXISTING BASECOURSE
EXISTING MAJOR CONTOUR
DEPTH AS INSTRUCTED
MIN
100
EXISTING SUB-BASE KERB AND CHANNEL NOTES:
(PROVISIONAL)
NOTE:
1. REFER TO IPWEAQ STD DWG SEQ R-0080 FOR FULL DETAILS OF EXISTING MINOR CONTOUR ALL PAVEMENT WORK IS TO BE CARRIED OUT IN
KERB AND CHANNEL. ACCORDANCE WITH QUEENSLAND TRANSPORT
2. SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND TECHNICAL SPECIFICATION NOS. 11.04, 11.05 AND 11.09.
INVERTS IN ACCORDANCE WITH IPWEAQ STD DWG SEQ R-0140
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
SEMI-MOUNTABLE KERB TYPE B2 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDED AT THE
HEAD OF DRAINS AND AT MAXIMUM 100m SPACES.
1:20 UNREDUCED AT A3
4. OUTLETS SHALL BE PROVIDED AT ALL PITS, HEADWALLS, ENDS
1:10 UNREDUCED AT A1
OF KERB AND CHANNEL/KERB OR OTHERWISE AT MAXIMUM
100m SPACES.
5. OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PAVEMENT DETAILS
PROVIDED WITH A CONCRETE HEADWALL AND APRON WITH
NOT TO SCALE
MARKER POST.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS A VENESS
copyright in accordance with the THE BODY CORPORATE Designed Verified
ALTERATIONS AND ADDITIONS TO CARPARK CIVIL WORKS AS SHOWN A1
agreement between Tod
FLEXURE Pty Ltd
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
OF NOOSA CENTRAL
GRANT CALDER ARCHITECTURE
AND URBAN DESIGN
S PRYCE H GRAY 6 BOTTLEBRUSH AVE NOOSA JUNCTION PLAN AND DETAILS Drawing Number
used for this specific project.
21 Bursaria Street Peregian Beach
Section 8
Approved
H GRAY
RPEQ No
18877
RDP 23593-S08
This drawing shall not be used
ph: 0488 084 184 Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
email - [email protected] Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Registered Architect- BOAQ 3112
PO Box 61, Noosaville, QLD 4566
A 25.11.24 ISSUED FOR APPROVAL AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
25.11.24
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
8 of 10 A
The text continues on section 9.