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20225-0010 (18) Site Plan
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AND TYPE REFER LANDSCAPE SHEET LEGEND
ARCHITECT 219°41'45"
E
E
SW 2307 CODE DESCRIPTION
OP
LEVELS SHOWN RED INDICATIVE ONLY.
REFER CIVIL ENG/ STOCKWELL DESIGN NOOSA CIVIC SHOPPING CENTER E
HEADWALL.
BAL5 BALUSTRADE TYPE 5 - REFER TO
AND CONSTRUCTION FOR DETAIL REFER CIVIL ENG.
SW
E
PROPOSED 4m WIDE SCHEDULES AND DETAILS
STORMWATER CC01 COLOURED CONCRETE FINISH TYPE 1 -
ELECTRICAL AND COMMS CONNECTION 2
E
DRAINAGE EASEMENT. REFER FINISHES SCHEDULE
TO BASEMENT TBC 11 00 SW REFER CIVIL ENG. CC02 COLOURED CONCRETE FINISH TYPE 2 -
E
E
REFER FINISHES SCHEDULE
SW
E EP ELECTRICAL PIT - REFER ELECTRICAL ENG
SW
H.SP DOCUMENTATION
EXISTING OPTIC LINE
OP
E
SW H.SP STORMWATER: PIT - REFER CIVIL ENG
SW
7.000 DOCUMENTATION
SW E
SW
SW H.TH TAPWARE: HOSE COCK - REFER HYDRAULIC
EXISTING STORMWATER LINE NOMINATED FINISH TO RETAINING SW
ENG DOCUMENTATION
E WALL. REFER FINISHES SCHEDULE
L.BS LANDSCAPE: BENCH SEAT - REFER
E
SW 6.000 LANDSCAPE ARCHITECT
E
L.DG LANDSCAPE FINISH: DECOMPOSED GRANITE
EXISTING UNDERGROUND SW
- REFER LANDSCAPE ARCHITECT
ELECTRICAL LINE E
'55" FENCE ABOVE RETAINING WALL.
119°17
SW
5.000
PWY PATHWAY - REFER FINISHES SCHEDULE
1 2 47 3 5 RW RETAINING WALL - REFER CIVIL ENGINEER
OP
E
LANDSCAPE KEY RETAINING WALL, DOCUMENTATION AND FINISHES SCHEDULE
H.SP H.SP
206°50
E
SW
E REFER CIVIL ENG. DOCS WHERE FINISH HAS BEEN NOMINATED.
1
25 40 5
EXISTING STORMWATER MANHOLE HEADWALL. REFER
TL TILE FINISH - REFER TO SCHEDULES
1050
'55"
E
CIVIL ENG. TL2 TILE FINISH - REFER TO SCHEDULES
EP0
RW
SW
X.BOL ROUND BOLLARD - REFER TO SCHEDULES
7.30
5
E
05
SW
E
EP05 SIN EP
REFER LANDSCAPE TENT ION BA
7.33
ARCHITECTS' DRAWINGS FOR BIO RE RW
RL 5.3
RL 5.200
OP
LANDSCAPING AREA 44
°
EP05 330
0
0
0
SW
EP05 RW 4°
14
5004
RW
BAL5
UP
IL 145
TO CIV RL 5.200 ° CC02 2
RW
00
EF E R 1101
5
33
E R GE 55° CC01
145
A G A
RETAINING WALL. DRAIN EER'S PACK RL 5.200
EP05
ENGIN RW
RW
REFER CIVIL ENG.
36°10
69786
0
RL 5.2
RAINWATER TANK. REFER CIVIL
174
3430
RL 5.2
ENG. DOCS. H.SP
OP
14 CC01
8
1565
55
0
HEAD WALL. REFER RL 5.200
50
15 CC01
CIVIL ENG. 46
RW RL 5.230
33°04'45
78740
PROPOSED SITE BATTER. RL 5.260
5.00 2562
REFER CIVIL ENG. 0 POOL 2826 COMMUNAL RECREATION AREA
1134 BUILDING C
"
RL 5.3
RL 5.218 REFER TO LANDSCAPE PACKAGE
RL 5.2
RL 5.228
OP
DOG OFFLEASH SW
0
FFL 5.370
0
RL 5.215 REFER TO LANDSCAPE See the original
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Full text of the other 2 sections
Section 2
PACKAGE. TL2
8
H.SP
0
CC01
RL 5 180 H.TH
.2 80
0
0
120
10 0° RL 5.220
DETENTION TANK 3224 PWY
RL 5 CC01
.3 00 CC01 RL 5.260 164 59 RL 5.230 ZONE DASHED. REFER 51
°
219 12 RL 5.260
R 4500
RL 5 CIVIL ENG. DOCS.
.2 80 0 L.BS RL 5.215 233 2200 9° H.SP
CC01
RL 5 H.SP
.3 00
11 01
OP
L.DG
1
1640
2
RL 5.3
RL 5.240 CC01 L.BS OP
318
PWY
R2
OP
RL 5 RL 5 OP RL 5.260
.2 167
73
.3 80
0
00 CC02 6
0
1
OP
CC01 RL 5.240 4005
5 10 9 5 "
RL 5
RW
OP
RL 5.240
8'0
6
.3 00 3540 CVJ
6 0° 1
OP RAINWATER TANKS. REFER 84 5
OP CIVIL ENG. DOCS.
L.BS S P 182
CC01
1354
OP
OP
RL 5 RL 5.250
OP .2 80 6894
3
CC01 RL 5.280 SW
RW RL 5.280 PWY
RL 5
.3 1500 1
00 RL 5.280 PWY
RL 5.300 1070
PWY RL 5.280 RL 5.300 UP
EP
RL 5.280 RL 5.300
208°45
RL 5.300
35 80 0
TL
'45"
BU 1
ILD
ING
MOVEMENT JOINT
X.BOL
A FFL
SW
5.37
0
2
UP
SW
H.SP
JOINT
DIVERSION
RW 3 PIT. REFER
1 TL TL
NT
TL HYD. ENG.
H.SP
MOVEME
9
1071 TL
SW
H.SP
BUILDING B 4
500m WIDE x
100mm HIGH ROLL
PWY TL H.SP
FFL 5.370 OVER BUND
8
CARPARK
EP
SW
RW 5 9 CARPARKS + 4 MC SW
H.SP
4800 EP UP
RW
RL 5 H.SP
RW
.2 90 4.000 RW
5000
SW
PWY SW 6
RW HEADWALL.
W
TL NT REFER CIVIL ENG.
EM E
O B AS
RW
T
SFL 5.240 RL 5 TL RAMP
RW
.2
MSB
10
7
RW PWY SW
RW
W PWY
1000x1000
328° X.BOL RW
53'1 H.SP
SW
RL 5.248 PWY PRIMARY AIR
1178 0" RL 5.2
30 INTAKE POINT TO
BIO RETENTION BASIN
3 RL 5.089 H.SP SW
PADMOUNT TRANSFORMER AND PLINTH PER W BASEMENT
SW
PWY SW PWY UP
ENERGEX STANDARD DRAWINGS - REFER
323°39 RL 5.286 RL 5.145 H.SP SW
ELECTRICAL ENGINEER'S DOCUMENTATION '40" H.SP SW
26 5 71 SW SW
H.SP SW RL 5.189
S
W SW SW
SW
HEADWALL.
5.000 H.SP REFER CIVIL PROPOSED SITE
BURIED DETENTION ZONE RL 5.210
PWY RL 5.203 ENG. BATTER.
SIGNAGE
S
REFER CIVIL ENG. RL 5.264 PWY REFER CIVIL ENG.
W
RW SW
SW WATER METER
215°26'30''
SW SW SW
W
25934
S
318°26'10" H.SP
S H.SP 309°37'40" W W BOOSTER
26571 W 307°59'10"
SW SW
W H.SP
313°12'40" 307°59'10" W 8197 SW 314°51'10"
W
8729 RL 4.558 W
H.TH 26571
W Section 3
W
19161 29380 SW
S W
EXISTING WATER LINE S RL 4.689 S NEW DRIVEWAY CROSSOVER
S
CONCRETE DOWNTURN. S TO CIVIL ENG. DOCS
EXISTING SEWER MANHOLE S REFER CIVIL ENG. DOCS S
S
S S
EXISTING SEWER LINE S
S
4.59
4.58
S
S
PLANTER AND LINE
MARKING UPDATE
18
S
S
S HOFMANN DRIVE JJ Richards Rear Loader
4.88
5.06
W
1
SW
EXISTING ELETRICAL LINE 1100
E
EXISTING WATER LINE ABOLISHED EASEMENT LINE, DETENTION TANK ZONE
REFER CIVIL ENG FOR EXTENT. DASHED. REFER CIVIL ENG.
DOCS.
PROPOSED NEW EASEMENT
DASHED RED, REFER CIVIL ENG
REV DESCRIPTION AUTH CHK DATE DRAWN CHECKED
14/04/2025 10:15:35 AM
• These designs and plans are the copyright of MODE DESIGN STATUS NORTH CLIENT BRISBANE PROJECT DRAWING TITLE
14 SITE PLAN UPDATE AI DK 22.01.25 Corp. Pty Ltd and cannot be reproduced without written Plaza Level, Mosaic AI, AD AM
15 CONSTRUCTION UPDATE AI DK 10.03.25 permission.
CONSTRUCTION 826 Ann St NOOSA APARTMENT SITE PLAN ISSUE
14/04/2025 10:15:35 AM
SCALE @ A1
1 : 200
16 ENTRY PATHWAY UPDATE AI DK 02.04.25 • Verify all dimensions on site prior to commencement of work. Fortitude Valley QLD 4006
• DO NOT scale off these drawings. T +61 7 3253 9900 PROJECT No STAGE DRAWING No REVISION
17 ENTRY PATHWAY UPDATE AI DK 08.04.25 [email protected]
• Report any discrepancies to the architect before carrying out any CD
18 UPPER CARPARK UPDATE AI DK 14.04.25
work. 0m 1 2 3 4 5 ABN: 65 112 807 931 57 HOFMANN DRIVE, NOOSAVILLE 20225 AR-0010 18