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Generally in Accordance Plans OPW22/0260.01
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22
SHEET LEGEND
GENERALLY IN ACCORDANCE CODE DESCRIPTION
OPW22/0250.01 E.LB LIGHTING: BOLLARD FIXTURE. REFER ELEC. ENG.
EP01 EXTERNAL PAINT FINISH TYPE 1 - REFER TO
NOOSA COUNCIL EP05
SCHEDULES
EXTERNAL PAINT FINISH TYPE 5 - REFER TO
RL 5.250 13 MAY 2025 F/W
SCHEDULES
FLOOR WASTE - REFER HYDRAULIC ENG
DOCUMENTATION
SW H.SP STORMWATER: PIT - REFER CIVIL ENG
DOCUMENTATION
H.TH TAPWARE: HOSE COCK - REFER HYDRAULIC ENG
PLANTER AND LINE
MARKING UPDATE
13 23 DOCUMENTATION
HR1 HANDRAIL TYPE 1 - REFER TO SCHEDULES
HR3 HANDRAIL TYPE 3 - REFER TO SCHEDULES
1
22 1061
UP PWY PATHWAY - REFER FINISHES SCHEDULE
STN STONE - REFER TO SCHEDULES
RL 5.280 RL 5.264 RL 5.264 TL TILE FINISH - REFER TO SCHEDULES
DRIVEWAY CROSSOVER 6010 ZONE FOR DETENTION TANK.
2200
TOW 6.150 FFL 5.370 X.BOL ROUND BOLLARD - REFER TO SCHEDULES
TO CIVIL ENGINEERS DOCS REFER CIVIL ENGINEER
208°45
4 X.BOL2 SQUARE BOLLARD - REFER TO SCHEDULES
FFL 5.350 4021
5.200 5.265
35 80 0
FFL 5.307 LEVEL 01
PWY SFL5.350
'45"
FFL 5.280 TOW 7.160
RL 5.280 TOW 7.180 TOW 5.650
CL1
G01 TOW 7.160 LETTER BOXES
TOW 5.650 MANAGER F/W
1000 min.
FFL 5.280 RL 5.230
1050
TYPIC
TOW 5.650
2500
SFL 5.265 FFL 5.370
AL
RL 5.265 SECTION 1:20 RAMP
9°
2
.27
RL 5.200
LINE O
1 RL 5.250
86
AS1428.1 COMPLIANT THRESHOLD Scale: 1 : 100
2404
24
F ROO
PLATE TO ALL TILE & CONCRETE
JUNCTIONS RL 5.250 RL 5.290
F OVE
1 1200
23
R
TL CL
800
RL 5.200 F/W 3C 3D 3F
± 50 2 F/W
6170
2400
TYPE 2C
4018
RL 5.230 REFUSE
LIGHT FIXTURE. X.BOL
TOW 6.150 REFER ELEC ENG.
1018
RL 5.200 BL01.1 SW
2000 13000 2000
MOVEMENT JOINT
RL 5.250
3
300
2400
RL 5.250
TOW 5.850
TOW 6.670
AFFL
1200
RL 5.180 RL 5.250 5400
RL 5.250 RL 5.400
2
2600
RL 5.250 BL01.1 BL01.1 BL01.1 LEVEL 01
FFL 5.260 TOW 6.470 RL 5.250 TOW 6.470
SFL5.350
RL 5.250 BL01.1 RL 5.400 DIVERSION
SFL 5.245 4
2300 MIN. CRIT.
PIT. REFER
RL 5.230
2600
TOW 6.470
RL 5.230 HYD. ENG. PUMP ROOM
600
BL01.1 F/W
2486
2300
2100 MIN.
TOW 5.850 RL 5.250 0 LIGHT
600
3 RL 5.250 RL 5.35 FIXTURE.
2600
1575
24 9 SPRINKLER
1200
REFER ELEC
FFL 5.260 ENG. TANK
6500 BASEMENT
SFL 5.245
9 CARPARKS SFL2.200
2600
4
22404
4 MC PARKS
1070
300
4 RL 5.400 25
RL5.130 RL 5.150 H.TH
5244
F/W F/W
500mm WIDE x 100mm 8
HIGH ROLL OVER BUND RL 5.400 TOW 6.670
TOW 6.150
BL01.1 SECTION RAMP TO BASEMENT
2600
RL 5.250
RL 2.484 4038 SW
3 Scale: 1 : 100
5 RL 2.734
TOW 6.670 2138
TOW 6.150
7211
3
1070
2235
2600
2 BL01.1 TOW 6.670
FFL 5.200 TOW 6.670
1070
SFL 5.185 6 RETAINING WALL TO
CIVIL ENG DETAIL
RL 5.040
TL RL 5.200 RL 5.260
BL01.1 NT BL01.1
SEME
TO BA REFER TO SHEET 1020 FOR
RAMP CONTINUATION
2000
2400
TOW 6.670 UNDERSIDE OF SLAB RL 5.000
1344 DIVERSION PIT LOCATION SHOWN DASHED.
6588 2000
7
5220
1:8 HYD ENGINEER TO CONFIRM PIPE RUN BELOW PIT
25 RL 2.449
X.BOL2
CL
3 13000 BL01
800 1070 RL 2.700 4 LEVEL 01
± 50 1070 SFL5.350
2400
AS1428.1 TILE EDGE FFL 5.245 X.BOL TOW 6.670
OP. HEIGHT (CLEAR)
DIMINISHING STRIP RL 5.230 BL01.1 SECTIONAL OVERHEAD
SFL 5.230 2008 DOOR. REFER DETAIL
1677 TOW 6.670 5 BIO RETENTION
2300
CRIT
SHEET.
440
2300
LIGHT FIXTURE. 1070
RL 2.450
7310
CAR PARKS
TOW 6.150 REFER ELEC ENG. RL 4.990
1:22
BL01.1 UP
PLANTER RL 5.222 HR1 BASEMENT RL 2.200
H.SP E.LB SFL2.200
EP01
RL 5.265 RL 5.265 BL02
5
SFL 5.190
SFL 5.145 1070 SW
SW
BL01.1
1860
1:30
1860
BL01.1 EP01 EP01 H.SP SW
BL01.1
TOW 6.670 TOW 6.670
SIGNAGE
SFL 5.145 RL 5.200
RL 5.200 SECTION RAMP TO BASEMENT
TOW HEIGHTS SHOWN
3G 4
215°32'
H.SP DETENTION TANK
25884
UNDER CONCRETE LID. Scale: 1 : 100
3F
1:10
HR3 DASHED. REFER
TOW 6.650 WALL SHOWN DASHED
CIVIL ENGINEER
1:7.5
4150
4150
BL01 TOW 6.690
SW
REFER SHEET AR-1072 STN
1:21 FOR ENTRY PATHWAY WATER METER
RL 4.955 BL01.1
DETAIL
TOW 6.890 EP05
RL 4.650 RL 4.530 BOOSTER TOW 6.690 3D 3C 3D
E.LB 309°37'40" RL 4.650 SW SW
BL01.1
800
8197 1:8 3C
800
2 EP05 SW
1070 314°51'10"
RL 4.516 CL1 CL1
RL 4.553 RL 4.550 RL 4.510 G07 29380 SW
4335
G08
2000
17 GOINGS @ 255
2000
1:40
FOOTPATH
PWY RL 4.515 S
RL 4.473 S
RL 4.510 RL 4.500 RL 4.466 PWY
LEVEL 01
3A
1350
RL 4.460
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