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plans · MCU19/0088.02
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Appendix B: Architectural Drawings 9 of 9 [OCR of page images] A=COM biitcc Appendix B: Architectural Drawings 90f9
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Section 2
MT 08.02.21
JC 09.09.19
JC 30.05.19
JC 15.04.19
JC 11.04.19
issue
E
Suite 2, 19-25 Musk Avenue, Kelvin Grove. PO Box 360, Wilston Q 4051
initials date
Villa Noosa Hotel - Dan
February '19
Nail in Bitumen
MARY STREET
1 : 250@A1
1.693m AHD
Demolition Site Plan
p 07 3356 6100 e [email protected]
Cayas
1.66 1.66 DRIVEWAY 1.69 1.69 1.71 PRAM 1.72 1.75 1.79 1.77 DRIVEWAY 1.74 1.71
drawing number
NOT FOR CONSTRUCTION
1.74 X-ING 1.80 1.81 X-ING 1.87 1.90 X-ING 1.82 1.82
1.77 1.83 1.83 NO STANDING NO STANDING 1.88
1.85
A TR0305 TR0204 TR0305 TR0305 TR0305
TR
ALH Group
LS
Preliminary DA Issue
TE
JC
Revised Client Issue
PP
Murphy's
PP
A00.11
DA
Revised DA Issue
83746 83800 2.10
CONCRETE
Minor Change
1.79 1.88 DRIVEWAY 1.98 2.03 2.04 2.0 1.99 1.94
1.88 1.97 2.0
DA Issue
1.82 2.13
revision
FH
drawn
1.92 1.92 2.00 90°00'30" 2.09 NBN 2.07 FH 2.06 2.02 2.12
scale
CONCRETE
date
76.516 DRIVEWAY
1.84 2.01 2.05 2.08 2.03 NBN 2.14
2.17
2.21
2.09
CABINET
2.04
2.07
ELP TR0408
1.92
ELP WM V
1.93
1. 9
TR0408 TR0306 TR0306 TR0306 V VILLA NOOSA
VILLA NOOSA
9
project no.
2.10
TR0408 V 2.19 2.23
TRANSFORMER TR0306 TR0306 2.11 2.04
drawing title
SSMH TR0205 2.07
SL1.96 ELP ELP HYDRANT
ELP
2.0
1905
184
2.09
2.20 FH 2.28 BOOSTER
NOT OPENED 2.34 2.34 2.30
project
issue
client
2.33
D
B
A
E
C
TR0204
2.46 2.47
183
ELP ELP
LANDSCAPING, FOOTPATH AND
KERB TO BE DEMOLISHED AND
REMOVED. FUTURE DETAIL TO
2.29
HATCH INDICATES EXTENT OF
2.29
903
2.29
2.35
2.34
TR0510
HATCH INDICATES EXTENT OF2.25
TR0204
182
KERB TO BE DEMOLISHED AND
243
242
241
240
239
238
237
236
235
234
233
232
231
230
229
228
227
226
225
TR0205
LINE MARKING TO BE
EXISTING CAR PARK
DOCUMENTATION
LINE MARKING TO
CIVIL ENGINEER'S
181
TO BE REMOVED
EXISTING ROAD
WHEEL Section 3
STOPS
BE REMOVED
REMOVED
180
2.29
BITUMEN CARPARK
REMOVED.
2.41
2.37
179
PLOTTED FROM COUNCIL RECORDS
224
223
222
221
220
219
218
217
216
215
214
213
212
211
210
209
208
207
206
205
2.36
2.35
2.32
2.33
178
2.03 2.07 2.09
ELP GRATE
SL2.00
ELP
SL2.01 2.04
2.38
2.32
2.35
IL1.57 2.08 2.10
2.38
IL1.78
2.52
177
TR0510
176
2.25
175
2.49
2.39
CP
GTP101849
179°55'
2.60
174
1
204
203
202
201
200
199
198
197
196
195
194
193
192
191
190
189
188
187
186
185
50.0
2. 6 2.5
SP115778
2.60
2.5
2.55
2.56
0
173
TR0305
2.5
TR0202
SSMH
2.67
172
SL2.50 2.5
BOX 0.2
NOT OPENED ELP
8
IL1.4
2.63 2.68 2.68 2.70 ELP 2.71 2.69 TR0306
0.3*
ELP TR0102 ELP TR0202
SWMH IL1.61
2.68
SL2.66
2.69
0.225
171
2.17
2.71 2.72
2.72
2.70
. 45
GATE 2.75 TR0406
2.66
IL1
2.56
2.57
PRAM
2.62
X-ING
2.42
2.43
TR0306
170
2.68
TR0306
169
2.71
EDGE OF CO NCR ETE
EXISTING DAN MURPHY'S
168
165
167
EMT C
2.64
2.17
RP904016
164
BITUMEN CARPARK
SSMH
166
2.44
PLOTTED FROM 90°00'30"
2.42
2.5 21.0
163
COUNCIL RECORDS 2.57
2.46
2.76
TR0205 2.41 ACCESS 2.40 2.44 TR0408
ELP 2.44 2.45
2.73
SSMH 2.55 2.46 2.39 2.35
X-ING
5
162
2.29
2.26
2.
PLOTTED FROM 2.22
COUNCIL RECORDS
158
161
157
160
2.22
2.61
156
2.46
FH
2.25
159
GATE
Section 4
2.5
2.13
TR0510
155
2.71
2.44 2.41 2.33
2.72 2.48
2.71 2.49
2.54
2.41
2.27 ELP
EXISTING SHIPPING CONTAINERS,
107
129
FH 2.36
154
3.04
STRUCTURE TO BE REMOVED
3.03
STON E CL AD W ALL
GENERATOR
SHADE SAIL & SHADE SAIL
TR0204
LI P OF CHANNEL
2.26
106
128
153
EP
3.03
TR0306
IL1.30
2.06
2.15 X-ING 2.17
0.45
105
127
2.49
152
3.04
TR0204
2.28
2.15
GRATE
PRAM
2.39
SL2.28
2.36
2.30
IL1.27
104
126
151
2.45
CONCRETE BLOCK WALL
BITUMEN CARPARK
0.45
2.04
EP
ELP
CONCRETE HARDSTAND
5
TR0204
2.
150
2.26
103
125
2.12
TR0408
2.27
2.0
GRATE
149
SL2.08 ELP
2.00
2.13
2.23
2.33 2.36 2.32 2.27 SIDE
ENTRY
2.14
2.26
148
UIL1.64 2.32 2.35 PIT
DIL1.57 NOT
2.12
1.98
0.3 OPENED
2.12
2.30 2.34 2.25
GATE
UNKNOWN
FH
2.33
102
147
2.32 2.32 2.26
124
359°55'10"
CHAMBER GRATE BITUMEN
173.172
SL2.08 2.18 RAMP
TR0408
2.21
HAND RAIL
TR0104
2.08
2.12 X-ING 2.13
2.48
2.00 PRAM 1.99
101
146
123
2.22
2.70
EXISTING TAVERN
2.45
100
145
122
2.69
2.5
TR0204
144
ELP
121
2.39
The text continues on section 5.
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