Council archive · source document
Slope Stability Report · EXE22/0013
Original PDF page 27, section 3. The text section number identifies this passage in the reader.
NS
requirements to be submitted at Time of Approval.
2106213114 2106213166
17.792 22.358
BRW01 PAG01.U
-
2106213105 2106213099 2106213139 2106213140
2106213141 2106213142 2106213144
17.662 17.759 19.181 19.158
19.127 19.164 17.832
CO03 NS BU10.U BU10.U
2106213087 BU10.U BU10.U NS 2106213146
POOL
19.386 17.733
BU03.U CO03
S
2106213151
18.926
Timber Fe
BU11.U
17
FENCING
17.4
2106213004
DP
17.182
SMH
.2
DP - Plumber to verify Council Sewer Jump Up location before
POOL FENCING
17
17.6
13|378
177°13'
.8
ow way
18|089
357°13'
DP starting any work.
DP
Edge of Concrete
18
2106213156
2106213086 17.802
19.395 CO03
BU03.U
2106213155
2106213125 17.820
18.538 EP02
TRW01
35
.6
- Gutters & Downpipes to be designed and constructed in
2106213052 2106213045
17.284 17.293
EP02 FE02
accordance with AS/NZS 3500.3 - Stormwater Drainage, or
2106213152
18.538 2106213154
2106213157
BU11.U 17.822
17.824
EP01
CO03
2106213016
2106213113 17.181
17.713 ES01
BRW01
-
2106213051
2106213006
DP
17.308
EP01 17.290
FE01
AS/NZS 3500.5 - Domestic Installations, Section 5 -
2106213104
2106213098
RP203515
17.669
CO03 17.742
NS 2106213050
17.273
NS
CONCRETE Stormwater Drainage, BCA part 3.5.2 Gutter and Downpipes.
17
556 m Title DOUBLE DRIVEWAY &
.4
2106213085
19.361
BU03.U
2106213123
18.621
TRW01
CARPORT CROSSOVER - 100mm Diameter UPVC Stormwater Pipes out into Channel
2106213132
18.856
FE10
21062131222106213112
18.685
TRW01
17.883
BRW01
-
SITE SCRAPE TO PROVIDE 73.75 m2 and Kerbing of road or to Council requirements.
LEVEL BUILDING PLATFORM
17.8
2106213110
17.669
NS
2106213091
19.858
SH02.U
17
APPROX. RL 17.80
.6
- Gas Hot Water Supply System to be Designed & Installed in
44
2106213017
2106213025
17.312
17.327ES01
DW02
2106213084
18.8
19.349
BU03.U 2106213026
17.347
accordance with Australian Standards & BCA. To be installed
DW02
2106213027
2106213153 17.378
2106213103 See the original
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