Original source · versioned page text
Generally in Accordance Plans OPW22/0260.01
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 15
SHEET LEGEND
2C 16
GENERALLY IN ACCORDANCE CODE DESCRIPTION
2C
OPW22/0250.01 E.LB
H.SP
LIGHTING: BOLLARD FIXTURE. REFER ELEC. ENG.
STORMWATER: PIT - REFER CIVIL ENG
NOOSA COUNCIL HR3
DOCUMENTATION
HANDRAIL TYPE 3 - REFER TO SCHEDULES
PLANTER AND LINE 5
13 MAY 2025 PWY
RWP
PATHWAY - REFER FINISHES SCHEDULE
RAINWATER PIT - REFER CIVIL AND HYDRAULIC ENG.
MARKING UPDATE DOCS
TL TILE FINISH - REFER TO SCHEDULES
X.BOL2 SQUARE BOLLARD - REFER TO SCHEDULES
FFL 5.200
SFL 5.185
WALKWAY
5218
X.BOL2
TL
FFL 5.245
SFL 5.230 NOTE: STEP RAMP RAILING TO COMPLY WITH
HAND RAIL AND KERB RAIL REQUIREMENTS
AS PER AS1428.1
AS1428.1 TILE EDGE
WALKWAY
X.BOL2
1900
DIMINISHING STRIP 2B 40mm GALVANISED 40mm GALVANISED
1:22
1914
STEEL PIPE, PAINT STEEL PIPE, PAINT
RWP FINISH "DULUX - FINISH "DULUX -
BROWN EARTH" BROWN EARTH"
E.LB
2B
SFL 5.145
SFL 5.190
LANDING
PWY
2235
OUTLINE OF TANK
1515 BELOW
CLEAR
SFL 5.145
CONCRETE
DOWNTURN. REFER H.SP
HANDRAIL WITH PLANTER
CIVIL ENGINEER
STEP RAMP
OPEN BALUSTRADE
1:10
DOCUMENTATION 40mm GALVANISED
AND KERB RAIL.
1900
STEEL PIPE, PAINT
HR3 HR3 HANDRAILS TO TURN FINISH "DULUX -
TO GROUND AS PER BROWN EARTH
3010 NO HANDRAIL ALONG WALKWAY AS1428.
1000 MAX
2A
900
RL 4.955
LANDING
1845 1600 1845
2A
1580
FLAT FLAT
H.SP 1:21
3.715° PWY
RL 4.879
E.LB 40
HR3 HR3 100x10 ALUMINIUM 100x10 ALUMINIUM
HANDRAIL WITH
FLAT BAR, PAINTED FLAT BAR, PAINTED
STEP RAMP
OPEN BALUSTRADE
1:10
"DULUX - BROWN "DULUX - BROWN
1900
AND KERB RAIL. EARTH". WELDED TO EARTH". WELDED TO
HANDRAILS TO TURN RL 4.553 STEEL PIPE. STEEL PIPE.
TO GROUND AS PER
AS1428. 120
CENTERLINE
RL 4.689
LANDING (1:40 CROSS FALL)FLAT
150 min
147
80
160
1730
CLEAR
65 MAX
60
RL 4.689 RL 4.515 FFL
2064
RL 4.510
RL 4.639
15 16
165
1845 NOM
DETAIL SECTION DETAIL ELEVATION
PLAN ENTRY PATHWAY - CARPARK HANDRAIL 3 (HR3) - ENTRY PATHWAY
1 Scale: 1 : 50 2 SCALE 1 : 5
REV DESCRIPTION AUTH CHK DATE DRAWN CHECKED
14/04/2025 10:16:45 AM
• These designs and plans are the copyright of MODE DESIGN STATUS CLIENT BRISBANE PROJECT DRAWING TITLE
1 CONSTRUCTION UPDATE AI DK 04.12.24 Corp. Pty Ltd and cannot be reproduced without written Plaza Level, Mosaic AI DK
2 SITE PLAN UPDATE AI DK 22.01.25 permission.
FOR CONSTRUCTION 826 Ann St NOOSA APARTMENT EXTERNAL WORKS - ENTRY ISSUE
14/04/2025 10:16:45 AM
SCALE @ A1
As indicated
• Verify all dimensions on site prior to commencement of work. Fortitude Valley QLD 4006
3 ENTRY PATHWAY UPDATE
4 ENTRY PATHWAY UPDATE
AI
AI
DK
DK
02.04.25
08.04.25 • DO NOT scale off these drawings. T +61 7 3253 9900 PATHWAY PROJECT No STAGE DRAWING No REVISION
• Report any discrepancies to the architect before carrying out any [email protected]
CD
5 UPPER CARPARK UPDATE AI DK 14.04.25
work. ABN: 65 112 807 931 57 HOFMANN DRIVE, NOOSAVILLE 20225 AR-1072 5
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 6)
Section 2
NOTE: FOR FENCING EXTENT
AND TYPE REFER LANDSCAPE
GENERALLY IN ACCORDANCE SHEET LEGEND
ARCHITECT 219°41'45"
E
E
2307
OPW22/0250.01 SW CODE DESCRIPTION
OP
LEVELS SHOWN RED INDICATIVE ONLY.
REFER CIVIL ENG/ STOCKWELL DESIGN NOOSA CIVIC SHOPPING CENTER E
HEADWALL.
AND CONSTRUCTION FOR DETAIL NOOSA COUNCIL SW
E
PROPOSED 4m WIDE
REFER CIVIL ENG. BAL5 BALUSTRADE TYPE 5 - REFER TO
SCHEDULES AND DETAILS
STORMWATER CC01 COLOURED CONCRETE FINISH TYPE 1 -
ELECTRICAL AND COMMS CONNECTION
TO BASEMENT TBC
13 MAY 2025 2
11 00
E
DRAINAGE EASEMENT.
REFER CIVIL ENG.
REFER FINISHES SCHEDULE
SW
E
CC02 COLOURED CONCRETE FINISH TYPE 2 -
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 Section 3
OFFLEASH SW
0
FFL 5.370
0
RL 5.215 REFER TO LANDSCAPE 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
Section 4
313°12'40" 307°59'10" W 8197 SW 314°51'10"
W
8729 RL 4.558 W
H.TH 26571
W 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
The text continues on section 5.