Original source · versioned page text
2357 OPW Rev B
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT
LEGEND EXISTING LEGEND PROPOSED LOCATION OF ALL EXISTING SERVICES IN THE VICINITY
OF THE PROPOSED WORKS PRIOR TO THE START OF
40
ANY CONSTRUCTION. THE COST OF ANY
W W EXISTING WATER SERVICE .6 MINOR CONTOUR SW SW PROPOSED STORMWATER PROPOSED TURFED AREA / GARDEN BED RECTIFICATION WORKS DUE TO DAMAGE OF EXISTING
PROPOSED STORMWATER
SERVICES SHALL BE BORNE BY THE CONTRACTOR.
S S EXISTING SEWER 39 MAJOR CONTOUR
DETENTION TANK PROPOSED CONCRETED AREA
OH OH EXISTING OH ELEC
PROPOSED RETAINING WALL
PROPOSED FOOTPATH
C C EXISTING COMMS
PP EXISTING POWER POLE
PROPOSED DRIVEWAY CROSSOVER
WM EXISTING WATER MATER
C
HOUSE No. 13
LOT 134
OUTLET PIPE VERTICAL
RP132135 150Ø uPVC SWD PIPE 150Ø uPVC SWD PIPE
CONNECT PLANTER BOX FLOOR WASTES
C
DROP THROUGH PIT FLOOR
600x600 FIELD LENGTH = 19.88m @ 1% LENGTH = 4.15m @ 1%
TO 90 BEND AT BASE TO STORM WATER PIPE UNDER
INLET PIT
IL: 37.65
40 75
100Ø uPVC SWD PIPE SL: 40.65 PROPERTY BOUNDARY
NS L40.
.2 0
C
8
IL: 39.95
0
.6
5
LENGTH = 7m @ 1%
0.5
R
9.9
38
4
NS
3
RL
RL
5
.7
SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW
40
450x450 FIELD SW SW SW SW
C
SW
RL
INLET PIT SW SW SW
SW SW
SW SW
0
.65
SL: 40.70 SW
8.1
.70
37
3
IL: 40.10
40
RL
RL
C
SW
RL
5% 2.5%
.75
2
.53
7.4
40
37
RL
L3
TK
0
KI
1.7
SW
SW
C
4
.75
SW
RL
SW SW
40
SW SW
RL
SW
.75
SW
.18
40
PROVIDE HANDRAILS & SLIP
.92
38
RL
C
RL
2/100 uPVC PIPES
37
RESISTANT SURFACE
SWSW
RL
TREATMENT TO STAIRS PROVIDE KERB ADAPTORS
TO SUIT 2/100 uPVC PIPES
C
600x600 FIELD
SW
INLET PIT
SW
SL: 37.75
C
IL: 37.46
SW
SW
DWELLING 1 GARAGE 1
C
FFL 40.85 FFL 38.20
SW
PAD 40.55 PAD 37.90
SW
5%
C
SW
0
.69
C
7.5
37
3
NS
RL
PROPERTY BOUNDARY
SW
MARGIT CRES
C
.18
.94
38
37
RL
RL
0
5
.75
1.7
0.7
SW
40
4
4
RL
RL
RL
C
5%
SW
C
8.1
38
RL
RL
RL
RL
40
41
40
SW
.75
.70
.75
RL
C
3
7.9
4
SW
PROVIDE 150 WIDE
C
RL
NS
DRAINAGE GRATE
37
37
PROPERTY BOUNDARY
.7
.54
3
SW
5%
C
DWELLING 2 GARAGE 2
FFL 40.85 FFL 38.20
SW
PAD 40.55 PAD 37.90
C
SW
C
RL
37
SW
.18
C
.94
38
PROVIDE HANDRAILS & SLIP
RL
.75 RESISTANT SURFACE
40
RL
.74
.75
TREATMENT TO STAIRS
SW
C
37
40
3%
RL
TK
.70
41
OUTLET PIPE VERTICAL
RL
.75
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