Original source · versioned page text
Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 33, section 6. The text section number identifies this passage in the reader.
T
UR
RL
OOHH
DETENTION TO RL 122.85
/
5+
/
TW123.1 5+ 500cum 1 O
SC
H0.6
/
OOHH
/
125x75x3 RHS GALV RHS
11 10 9 8 7 6 5 4 3 2 1 O R
/
OR Ø100uPVC SN10
/
L
OOHH
125x75x3 RHS GALV RHS
/
270sqm BIO
AY PIPES TO KERB.
/
SW
OR Ø100uPVC SN10
T
/
OOHH
50+ RETENTION BASIN 3 x KERB ADAPTORS AS PER
STAGE 1
SW
RL121. 0+ PIPES TO KERB.
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c300 swd drainage plan.dwg
/
E
/
SL121.15 IPWEAQ STD DRG RS-081.
TW122.8 + FFL
SW 124.40
OOHH
3 x KERB ADAPTORS AS PER
SW
/
SW SW
SW SW SW EMT AA IL 122.80
TW12315+ +H2.00
SW
TW123.15+ +H2.00
SW SW SW SW SW
TW123.15+ +H2.00
SW
/
H1.6 SW SW SW SW SW SW SW SW SW SW SW SW SW SW
FFL 124.40 IPWEAQ STD DRG RS-081.
/
SW
OOHH
/
SW
SP316697
/
IL 122.73
/
RL123.30+
RL123.00+
/
RL123.30+
OOHH
H0.65+
H0.8+
300Ø uPVC FROM BASIN SUBSOIL
W
/ / / / /
RL122.50+
RL123.00+
H0.2+
DRAINAGE TO DISCHARGE 1.5m HEIGHT 1.2m 1.2m
EMT C
12
S
S
S
S
OOHH
S
W
S
S
/
S
S
2.5
S
S
S
S
S
S
S
THROUGH WALL. INSTALL HEIGHT HEIGHT
S
FFL 121.40 FFL 121.40 SP197517
S
S
S
S
S
S
W
S
/
OOHH
S
S
S
S
PRECAST HEADWALL WITH SCOUR
S
S
W
S
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