Council archive · source document
REPS - architectural plans · MCU24/0125
Plans and drawings: the text below has words only, no drawings.
Very large file (62.2 MB): may take a few minutes to open.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
14.26
Kerb
Concrete footpath
E u m
14.27
Line Markin
Neighbouring building
g
Traffic
14.36
Island
Top of windows
5SP305303
Neighbouring building
6SP305303
Top of windows Neighbouring building
Sewer MH:*Plotted from records*
u n d
IL: 10.20 (from records) Sewer MH:*Plotted from records*
IL: 5.34 (from records) 3.66
Type: 150 PVC
Type: 150 PVC
14.44 MH MH
3SP305303
Concrete
EMT ASP305303 EMT DSP305303 EMT ESP305303
88°10'50" Timber fence 88°10'50" Timber fence 88°10'50"
4SP298783
driveway
28.863 42.428 10.119
Sewer MH:*Plotted from records*
14.50
IL: 5.22 (from records)
Type: 150 PVC
5SP298783
EMT YSP2
SW Field Inlet:IL: 2.240Type: 150 PVC
Neighbouring building
3.60
98783
Sewer MH:*Plotted from records*
S t a r b o a r d
i -N o
IL: 5.22 (from records)
14.56 Type: 150 PVC
LOT 01 = 292.32 m 2 Top of door
169°22'35
LOT 06 = 278.16 m2
12.274
3.36
"
169°41'35
LOT 12 = 296.82 m2
3.51
15.387
14.65
"
Concrete
Kerb and channel
SW Field Inlet:IL: 3.564Type: 150 PVC Neighbouring building
Centreline of road
Timber fence
footpath
o s a
349°20'25
20.654
14.61
14.63
T59 88°07'30" 88°07'
"
62.196 1.500
349°23'
Line markin
2.745
Line markin
3.16
SW Field Inlet:IL: 2.296Type: 150 PVC 3.32
Sewer Line:*Plotted from records*DS
IL: 1.78 (from records)Type: 150 PVC
178°06'25"
358°06'25"
Edge of bitumen
g
48.541
g
5.450
5.409
Sewer MH: 13.122 ConcreteDriveway
267°59'45"
2'
272°00'25"
3.854
17°0
IL: 4.955
LOT 02 = 256.31 m 2
Concrete
COMMON PROPERTY = 807.73 m 2
Type: 150 PVC SW Field Inlet:IL: 2.274Type: 150 PVC
Sewer MH:IL: 4.936Type: 225 PVC
SW Field Inlet:IL: 3.470Type: 150 PVC
MH MH 3.05
LOT 07 = 202.46 m2
3.62
R o a
3.88 87°13'05"
180°32'25"
Sewer MH:IL: 4.972Type: 150 PVC 6.24 5.83 5.36
Kerb
6.47 25.642 Site Benchmark
8.007
T31 87°59'45"
92°00'25"
3.31
Nail in Concrete
T60 86°27'15" 47.981 MH
T32 4.16 13.094 RL 3.11m
42.857 4.30 267°13'05"
5.05
14.72
14.71 26.804
86°27'15" - 43.998
EMT Z - SP298783 H H H 2.94
60.628
Site Benchmark 3.10
268°07'30"
A v e n u e
Nail in See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
REPS - architectural plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 62.2 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.