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Approved Plans - OPW21/0103
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Plans and drawings
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SW[C
LEGEND
Alignment Across Road
]
S
NOOSA COUNCIL
T[C]
Reserve Not Part of OH[C] EXISTING ELECTRICAL OVERHEAD
S[C]
OH[C]
APPROVED PLAN S
this Approval. Refer to T[C] EXISTING TELECOMMUNICATION
OPW21/0103 13 JUL 2021 Conditions.
SW[C
S SW[C] EXISTING STORMWATER DRAINAGE
]
T[C]
> EXISTING SWALE
S[C]
S
OH[C]
S[C] EXISTING SEWERAGE MAIN
SW[C
S EXISTING SEWERAGE MAIN TO BE
S[C]
DISUSED BY METHOD OF GROUT FILLED
]
EXISTING SEWERAGE MAIN TO BE
T[C]
S
S ABANDONED AND REMOVED
NOTE:
S[C]
ENSURE ALL SERVICES UTILITIES
OH[C]
W[C] EXISTING WATER MAIN
T[C ARE PROTECTED DURING
] OH S CONSTRUCTION.
SW[C IL
[C]
W 10.000 EXISTING MAJOR CONTOURS
9 0
]
0 ∅
EXISTING WATER VALVE TO BE
IL9.5
MH SL11.61 EP
REN
9.51
T[C DEMOLISH AND REMOVE EXISTING
500
10.000 PROPOSED CONTOURS
T[C]
11.50 W ] S RELOCATED. REFER TO WATER
OH
E ST DRIVEWAY AND RECONSTRUCT 6.0m
1
[C]
∅
DRAWINGS FOR DETAIL.
REET
S[C]
0.300 WIDE DRIVEWAY CROSSOVER TYPE A.
W REFER TO DRAWING IPWEA RS-051. SW PROPOSED STORMWATER DRAINAGE
MIN.
OH[C]
T[C
] S
TELSTRA PIT SURROUND TO BE
PROPOSED 2.0m WIDE CONCRETE
>
IL9.51
OH[C] EXISTING FOOTPATH ADJUSTED TO MATCH PROPOSED PROPOSED SWALE
W FOOTPATH. REFER TO IPWEA
TO REMAIN. FOOTPATH LEVELS.
OH[C] DRAWING RS-065 FOR DETAIL.
11.2 T[C]
S
S PROPOSED SEWERAGE MAIN
5
T[C]
SAW CUT,
OHDEMOLISH AND 11.610 7.250
SW[C]
[C]
W REMOVE EXISTING CONCRETE RECONSTRUCT BARRIER KERB AND
S[C]
T[C] FOOTPATH
OH[C] 11.588 W PROPOSED WATER MAIN
S W 6.000m WIDE CHANNEL 'B1' MATCH NEATLY TO EXISTING
OH[C] DR IVEWAY CROS
OH[C]
TOW:11.600 11.652 SOVER
W OH[C]
SAWCUT AND REMOVE EXISTING PROPOSED SAFETY FENCE
BOW:11.460 T[C] 11.860 FOOTPATH. JOIN NEW FOOTPATH
PROPOSED FOOTPATH EDGE TO
HT:0.140m S W 11.652 OH[C] NEATLY TO EXISTING.
MATCH EXISTING.
11.870 11.748 PROPOSED BASEMENT OUTLINE UNDER
11.75
T[C] OH[C]
CONSTRUCT INTEGRAL KERB (IK).
T[C]
11.0 W 11.885
SW[C]
REFER TO DRAWING
0 S12884-CR04 11.812 OH[C] OH[C]
S[C]
S EXISTING SEWER MAIN TO BE ABANDONED
11.320
EP
T[C]
T[C] OH[C] OH[C] T[C]
11.5 W T[C] 11.860
11.895 W T[C]
11.554 W
T[C]
T[C]
W
W W EXISTING CONCRETE
2.5%
RETAINING WALL. REFER TO 11.283 11.852
S
IK11.352 W T[C W
11.
STRUCTURAL DRAWINGS FOR DETAIL. 11.825 W W W ] 11.861
11.75
0
FH
10.7 IK 11.50
5 R1.8 11.900
T[C]
SW[C]
11.900 PROPOSED CONCRETE
A 11.310
4.4% IK
T[C PAVEMENT/FOOTPATH
11.390 IK R1.8 ]
CR03 0.5% %
2.9
S
W
SW
1
13.
IK
11.355
2%
11.505
11.5
10.5 11.463 PROPOSED SUSPENDED CONCRETE
0 11.440 11.517
10.5
IK
11.50
S
PROPOSED CONCRETE FOOTPATH
3.6%
11.340
5%
11.470
11.25 TO JOIN NEATLY AROUND FH
1.5m HIGH PEDESTRIAN SAFETY FENCE C
SW[C]
S
SURROUND.
W
FIXED TO WALL. REFER TO
SW
11.440 INVERT CR02
2.5%
MANUFACTURES INSTALLATION
IK
0.5% NOTE:
2.7%
REQUIREMENTS AND SPECIFICATIONS. 11.470 B CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION
11.470 CR03 IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488.
2.5%
11.0 11.0
S
0
10.25 11.440 11.420 11.445
S
TOW:11.600
W
BOW:10.442 TOP 1.200
1.8%
OF 1.5m HIGH PEDESTRIAN SAFETY
IK
SW[C]
HT:1.158m TO T RETAIN 11.470 FENCE FIXED TO WALL. REFER TO
10.75
HE U IN
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.
W
10.
TOP OF RETAINING WALL TO FINISH
TO THE UNDERSIDE OF PAVEMENT
0
10.5
S
0
10.00 PROPOSED SUSPENDED CONCRETE
10.
BUILD OVER SEWER (BOS):
5
PAVEMENT. REFER TO STRUCTURAL
SW[C]
S
RP 228905
ALL BUILDING WORKS WILL BE SUBJECT TO
SW
DRAWING FOR DETAIL.
LOT 58
BOA APPROVAL FROM UNITY WATER.
W
10.2
5
S
S
SW
W
SW[C]
9.75 See the original
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