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S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
SW[C
LEGEND
]
T[C]
S[C]
OH[C] EXISTING ELECTRICAL OVERHEAD
OH[C]
T[C] EXISTING TELECOMMUNICATION
SW[C
SW[C] EXISTING STORMWATER DRAINAGE
]
T[C]
>
S[C]
EXISTING SWALE
OH[C]
S[C] EXISTING SEWERAGE MAIN
SW[C
W[C] EXISTING WATER MAIN
]
T[C]
10.000 EXISTING MAJOR CONTOURS
S[C]
NOTE:
ENSURE ALL SERVICES UTILITIES
OH[C]
10.000 PROPOSED CONTOURS
T[C ARE PROTECTED DURING
] OH CONSTRUCTION.
SW[C IL
[C]
W SW PROPOSED STORMWATER DRAINAGE
90
]
0∅
IL9.5
MH SL11.61 EP
REN >
9.51
T[C DEMOLISH AND REMOVE EXISTING
500
PROPOSED SWALE
T[C]
11.50 W ]
S[C]
OH
E ST DRIVEWAY AND RECONSTRUCT 6.0m
1
[C]
∅
0.300
W
REET EXISTING WATER VALVE TO BE WIDE DRIVEWAY CROSSOVER TYPE A.
REFER TO DRAWING IPWEA RS-051. S PROPOSED SEWERAGE MAIN
MIN. RELOCATED. REFER TO WATER
OH[C]
T[C
] TELSTRA PIT SURROUND TO BE
DRAWINGS FOR DETAIL. PROPOSED 2.0m WIDE CONCRETE
IL9.51
OH[C] EXISTING FOOTPATH ADJUSTED TO MATCH PROPOSED W PROPOSED WATER MAIN
W FOOTPATH. REFER TO IPWEA
TO REMAIN. FOOTPATH LEVELS.
OH[C] DRAWING RS-065 FOR DETAIL.
11.2 T[C] PROPOSED SAFETY FENCE
5
T[C]
OHDEMOLISH
SAW CUT, AND
S[C]
11.610 7.250
SW[C]
[C]
W
REMOVE EXISTING CONCRETE RECONSTRUCT BARRIER KERB AND
T[C] FOOTPATH
OH[C] 11.588 PROPOSED BASEMENT OUTLINE UNDER
W CHANNEL 'B1' MATCH NEATLY TO EXISTING
OH[C]
OH[C]
TOW:11.600 11.652 W SAWCUT AND REMOVE EXISTING S EXISTING SEWER MAIN TO BE ABANDONED
T[C] 11.860 OH[C]
BOW:11.460 FOOTPATH. JOIN NEW FOOTPATH
PROPOSED FOOTPATH EDGE TO
HT:0.140m W 11.652 OH[C] NEATLY TO EXISTING.
MATCH EXISTING.
11.870 11.748
11.75
T[C] OH[C]
CONSTRUCT INTEGRAL KERB (IK).
T[C]
S[C]
W 11.885 EXISTING CONCRETE
11.0
SW[C]
REFER TO DRAWING
0 S12884-CR04 11.812 OH[C] OH[C]
S
11.320 W
EP
S T[C]
T[C] OH[C] OH[C] T[C]
11.5 WM W T[C] 11.860
T[C]
S
11.554 11.895 W T[C]
T[C]
W PROPOSED CONCRETE
W W PAVEMENT/FOOTPATH
2.5%
RETAINING WALL. REFER TO 11.283 S
11.852 W
S
IK11.352 W W
W
W T[C
11.
STRUCTURAL DRAWINGS FOR DETAIL. 11.825 W W ] 11.861
11.75
0
FH
S
10.7 IK 11.50
S[C]
5 R1.8 11.900
T[C]
SW[C]
S 11.900 PROPOSED SUSPENDED CONCRETE
A 11.310 S
4.4% IK
T[C
11.390 IK
S R1.8 ]
CR03 0.5% %
2.9
S
SW
1
13.
IK
S
11.355 S S S S S S
S
2%
11.505
11.5
10.5 11.463
0 11.440 11.517 NOTE:
10.5
IK
11.50
PROPOSED CONCRETE FOOTPATH CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION
3.6%
11.340
5%
11.470
11.25 TO JOIN NEATLY AROUND FH IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488.
1.5m HIGH PEDESTRIAN SAFETY FENCE C
SW[C]
S
FIXED TO WALL. REFER TO SURROUND.
SW
11.440 INVERT CR02
2.5%
MANUFACTURES INSTALLATION
IK
0.5%
2.7%
REQUIREMENTS AND SPECIFICATIONS. 11.470 B
11.470 CR03
S
2.5%
11.0 11.0
S
0
10.25 11.440 11.420
TOW:11.600 11.445
BOW:10.442 TOP 1.200
1.8%
OF PACKAGING RETAIL 1.5m HIGH PEDESTRIAN SAFETY
IK
SW[C]
HT:1.158m TO T RETAIN 11.470 FENCE FIXED TO WALL. REFER TO
IN SALES OFFICE
10.75
HE U
NDER G WALL MANUFACTURES INSTALLATION
SIDE T 11.470
RETAINING WALL UNDER. REFER TO OF P O FINISH 11.470 11.470
SW
S
AVE REQUIREMENTS AND
STRUCTURAL DRAWINGS FOR DETAIL. MENT SPECIFICATIONS.
10.
TOP OF RETAINING WALL TO FINISH
S
TO THE UNDERSIDE OF PAVEMENT
0
10.5
0
10.00 PROPOSED SUSPENDED CONCRETE
10.
5
PAVEMENT. REFER TO STRUCTURAL
SW[C]
S
RP 228905
SW
DRAWING FOR DETAIL.
LOT 58
10.2
S
5
S
SW
SW[C]
9.75 10.0
FIRST FLOOR
10.
0
S
0
FFL14.500
S
SW
GROUND LEVEL
FFL 11.500 9.75
BASEMENT LEVEL
SW[C]
S
9.5
FFL 8.050
NOT FOR CONSTRUCTION
SW
9.50
S
SP 104321
LOT 280
S
LOADING DOCK
4500 CLEAR HEAD ROOM
SW[C]
9.5
SW
WORKPLACE HEALTH AND SAFETY NOTE:
ROAD RESERVE
9.50
ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
S
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
S
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