Original source · versioned page text
Compiled Approved Plans - MCU23/0094.03 & OPW23/0113.03
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 2, section 7. The text section number identifies this passage in the reader.
2
DW
1
Window
F
Window
SP106085
SP MT
SP208257
2 Window
E
13.96
SE
14.64 14.11
Win
FU
ath
SP208257
RE
50
tp
14.50
14.49
Window
foo
ce
Window
1
EX
pa
102
T
te
rS
EN
re
Ca
14.71
3
M
EX
d
SITE BOUNDARY
SP106085
nc
AC
an
SE
Co
1
Isl
EA
SP208257
ce
EX
T
ic
EN
13.98
pa
14.26 Window
aff
SP208257 3
rS
14.06
M
Tr
Ca
SE
Y
AC
SP208257
AR
EA
Window
SE UND
LP
K
AC
14.56
BO
TB
14.24 14.33
Sewer MH:
2M
Vis
ito
6M BOUNDARY
IL: 6.535
r
SETBACK Type: 150 PVC
EMTSewerBMH: EASE
SW FIELD INLET
Hydrant
Booster
IL: 9.96
MEN
IL: 8.838 T Type: 150PVC
SP20 8257
Type: 150 PVC EMT BIO RETENTION /
B DETENTION BASIN
Sewer MH:
Sewer
Line:
cords*
PIT Sewer MH: MH
SP20 IL: 6.512
from re ords)
14.22
IL: 8.888 8257 Type: 150 PVC *Plo tte d
5.53 (f
ro re
m c
14.33 Type: 150 PVC SITE BOUNDARY SW MH: DS IL: : 150 PV
C
T yp e
Site Benchmark 14.27 IL: 7.10
RL 14.23m MH Type: 150PVC
12.43 11.80 11.29
10.89 Concrete
13.03 12.72
MH 13.49 13.20 MH Driveway
13.98 Concrete footpath PIT MH MH 9.48
11.26 Concrete footpath
14.14
Concrete footpath 13.71 13.20 12.37 11.79 10.44
Site Benchmark PIT 9.01
12.69 sign RL 9.68m MH 8.06
12.18 11.40 10.98 9.31 8.50
12.81 sign 9.71 8.87
13.22 11 l
10 nne
10.32
14.21 13.78 12 MH
cha8
8.90
13 11.69 9.47 9.22 8.53 sign
and
12.40 10.88
Kerb and channel 10.23 SW Gully trap: SW MH: SW MH: Sewer MH:
b
Ker
14.54 14 13.13 IL: 8.27
d
14.42 14.10 13.68 IL: 8.146 IL: 8.140 *Plotted from records*
an
Type: 300 PVC Type: 300 PVC IL: 7.65 (from records) 8.26 SW MH:
Type: 525 PVC
isl
D r i v e
Type: 150 PVC SW MH: IL: 5.86
H e a d l a n d
Sewer MH:
ic
SW MH: 8.06
aff
*Plotted from records* IL: 7.05 Type: 600RCP
Tr
IL: 7.69 (from records) Type:
8.67450RCP IL: 7.05
8.94
Type: 450RCP 8.17
9.93 9.54 Type: 150 PVC 8.35
11.41 10.63
14.47 12.58 11.84 8.78
14.40 Traff Centreline of road
ic isla 14.26 12.95
nd
8.22
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