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Approved Plans - OPW21/0103
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
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Log in to see the plans as drawn ROAD RESERVE
FOR CONTINUATION REFER TO CR01
LEGEND
W
//
S
SW[C]
9.25
OH[C] EXISTING ELECTRICAL OVERHEAD
9.0
>SW
>
//
T[C] EXISTING TELECOMMUNICATION
W
S
S
SW[C] EXISTING STORMWATER DRAINAGE
>
>SW
> 9
EXISTING SWALE
SW[C]
//
W
9.00
.0
S[C] EXISTING SEWERAGE MAIN
S
//
S
EXISTING WATER MAIN
> SW
W[C]
>
//
W
10.000 EXISTING MAJOR CONTOURS
S
SW[C]
8.75
10.000 PROPOSED CONTOURS
> SW
>
//
SW PROPOSED STORMWATER DRAINAGE
W
S
S
8.5
> PROPOSED SWALE
//
>
>
SW[C]
S PROPOSED SEWERAGE MAIN
//
W
SW
S
W PROPOSED WATER MAIN
8.5
FIRST FLOOR
S
//
>
8.50
>
FFL14.500 PROPOSED SAFETY FENCE
GROUND LEVEL
W
//
S
SW[C]
SW
FFL 11.500 PROPOSED BASEMENT OUTLINE UNDER
BASEMENT LEVEL
>
//
>
S EXISTING SEWER MAIN TO BE ABANDONED
FFL 8.050
S
W
S
SW
EXISTING CONCRETE
>
>
8.25
SW[C]
//
8.0
//
W
PROPOSED CONCRETE
S
PAVEMENT/FOOTPATH
> SW
>8
S
8.00
.0
8.25 PROPOSED SUSPENDED CONCRETE
SW[C]
//
//
W
>
>
S
S
NOTE:
//
7.5
W
CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION
SW
>
8.000 PROPOSED RETAINING WALL. SCOPE AND
>
8.000 4.000 IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488.
//
SW 7.295 7.293 7.784 7.825 5 DETAIL TO BE CONFIRMED BY OTHERS.
S
7.7
7.266
//
SW 7.743 8.950 8.400
S
5.0%
7.793
W
7.708
SW[C]
7.644
>
//
S[C]
//
EXISTING RETAINING WALL TO BE REMOVED
S
5.0%
ACROSS NEW DRIVEWAY ACCESS.
4.0%
4.6%
3.6%
MAX.
5%
PROPOSED CONCRETE SPAVEMENT
[C]
7.140
TO MATCH NEATLY TO SEWER
10.0% 6.5% 3.3% 5% 3.2% 8.2% 8.2%
5.200
5.300
MANHOLE SURROUNDS.
8.0
W
S[C] S[C] 7.50
>
S[C] S[C] S[C] S[C] S[C]
S
S[C] S[C]
7.030 7.100 S[C] S[C] D
SW[C]
S[C]
7.600
//
7.770
//
// //
-
S[C]
7.770
//
6.930
-
//
7.055
// // 7.770 7.659 7.552
W
// // //
7.600 7.684 8.850
// // //
S[C]
7.0
// // //
// 8.400
7.0 7.750 7.493 S[C
NOOSA COUNCIL
0
7.25
0 ]
7.755 7.412
Y || Y
7.630
|
7%
SP 163309
PROPOSED CONCRETE PAVEMENT. 7.25
LOT 902
7%
Y
2.5%
REFER TO DRAWING S12884-CR04 FOR
7.50
APPROVED PLAN
3.000
|
S[C
DETAIL. ]
ADJUST EXISTING SEWERAGE
Y
2.000
|
MANHOLE TO MATCH FINISHED 2.000
Y
|
OPW21/0103 13 JUL 2021
7.50
SURFACE LEVEL. REFER TO
Y
7.555 7.585 S[C
|
]
SEWER DRAWINGS FOR DETAIL. 7.480 7.340
Y
7.25
|
|
Y See the original
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